{"id":1070,"date":"2026-01-21T16:29:56","date_gmt":"2026-01-21T15:29:56","guid":{"rendered":"https:\/\/trilabs.pl\/?page_id=1070"},"modified":"2026-04-15T18:49:17","modified_gmt":"2026-04-15T16:49:17","slug":"publikacje","status":"publish","type":"page","link":"https:\/\/trilabs.pl\/en\/publikacje\/","title":{"rendered":"Publikacje"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1070\" class=\"elementor elementor-1070\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b1e59ff e-flex e-con-boxed e-con e-parent\" data-id=\"b1e59ff\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"elementor-element elementor-element-d5f4bb0 e-flex e-con-boxed e-con e-parent\" data-id=\"d5f4bb0\" data-element_type=\"container\" data-e-type=\"container\" href=\"http:\/\/archive.sciendo.com\/SGGW\/sggw.2010.42.issue-2\/v10060-008-0087-1\/v10060-008-0087-1.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-db6ca24 elementor-widget elementor-widget-heading\" data-id=\"db6ca24\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Saturation criteria for heavy overconsolidated cohesive soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-89e2630 elementor-widget elementor-widget-text-editor\" data-id=\"89e2630\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-377c369 e-flex e-con-boxed e-con e-parent\" data-id=\"377c369\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/iopscience.iop.org\/article\/10.1088\/1757-899X\/245\/3\/032062\/meta\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-32e2a32 elementor-widget elementor-widget-heading\" data-id=\"32e2a32\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Influence of fines content on consolidation and compressibility characteristics of granular materials<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4da057f elementor-widget elementor-widget-text-editor\" data-id=\"4da057f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska, \u0141ukasz Jaro\u0144<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-4c54bcb e-flex e-con-boxed e-con e-parent\" data-id=\"4c54bcb\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/iopscience.iop.org\/article\/10.1088\/1757-899X\/245\/3\/032083\/meta\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-63b0ee3 elementor-widget elementor-widget-heading\" data-id=\"63b0ee3\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Shear wave velocity for evaluation of state of cohesionless soils with fines<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6d4ab20 elementor-widget elementor-widget-text-editor\" data-id=\"6d4ab20\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska, \u0141ukasz Jaro\u0144<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-ff3147f e-flex e-con-boxed e-con e-parent\" data-id=\"ff3147f\" data-element_type=\"container\" data-e-type=\"container\" href=\"http:\/\/archive.sciendo.com\/SGGW\/sggw.2007.38.issue--1\/v10060-008-0024-3\/v10060-008-0024-3.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5c13955 elementor-widget elementor-widget-heading\" data-id=\"5c13955\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Laboratory assessment of permeability of a groundwater protective barrier<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5654409 elementor-widget elementor-widget-text-editor\" data-id=\"5654409\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Eugeniusz Koda, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-d23377c e-flex e-con-boxed e-con e-parent\" data-id=\"d23377c\" data-element_type=\"container\" data-e-type=\"container\" href=\"http:\/\/archive.sciendo.com\/SGGW\/sggw.2011.43.issue-2\/v10060-011-0056-y\/v10060-011-0056-y.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-66ffba2 elementor-widget elementor-widget-heading\" data-id=\"66ffba2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">A stress history and strain dependent stiffness of overconsolidated cohesive soil<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a884eee elementor-widget elementor-widget-text-editor\" data-id=\"a884eee\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, MA\u0141GORZATA K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-6613a56 e-flex e-con-boxed e-con e-parent\" data-id=\"6613a56\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bibliotekanauki.pl\/articles\/887115.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b229c8d elementor-widget elementor-widget-heading\" data-id=\"b229c8d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wp\u0142yw niepe\u0142nego nasycenia na charakterystyki przepuszczalno\u015bci grunt\u00f3w spoistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3e34f2a elementor-widget elementor-widget-text-editor\" data-id=\"3e34f2a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-8b25982 e-flex e-con-boxed e-con e-parent\" data-id=\"8b25982\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-7caa46ba-7116-4048-8baa-0dd3c81faef2\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-25627a1 elementor-widget elementor-widget-heading\" data-id=\"25627a1\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Capability of triaxial apparatus with respect to evaluation of nonlinearity of soil stiffness<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e884331 elementor-widget elementor-widget-text-editor\" data-id=\"e884331\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska, Anna Wudzka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-8e6ea66 e-flex e-con-boxed e-con e-parent\" data-id=\"8e6ea66\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/iopscience.iop.org\/article\/10.1088\/1757-899X\/471\/4\/042026\/meta\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7176c6f elementor-widget elementor-widget-heading\" data-id=\"7176c6f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Evaluation of void ratio of sands with various amount of fines on the basis of shear wave velocity measurement<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8903809 elementor-widget elementor-widget-text-editor\" data-id=\"8903809\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miroslaw J Lipinski, Malgorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-47a2421 e-flex e-con-boxed e-con e-parent\" data-id=\"47a2421\" data-element_type=\"container\" data-e-type=\"container\" href=\"http:\/\/archive.sciendo.com\/SGGW\/sggw.2015.47.issue-2\/sggw-2015-0020\/sggw-2015-0020.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-51a128d elementor-widget elementor-widget-heading\" data-id=\"51a128d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Capability and limitations in laboratory determination of stiffness parameters of soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1926389 elementor-widget elementor-widget-text-editor\" data-id=\"1926389\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-b04e1d1 e-flex e-con-boxed e-con e-parent\" data-id=\"b04e1d1\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-d6f82478-da07-42e6-b25e-becfb913f6f5\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5ae7cde elementor-widget elementor-widget-heading\" data-id=\"5ae7cde\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Evaluation of state of fine sands on the basis of shear wave velocity<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-38469a4 elementor-widget elementor-widget-text-editor\" data-id=\"38469a4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-1ec599f e-flex e-con-boxed e-con e-parent\" data-id=\"1ec599f\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-59c14ae8-73e9-45ee-87d0-b555bc59bfa8\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e76285b elementor-widget elementor-widget-heading\" data-id=\"e76285b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Parametry geotechniczne wed\u0142ug normy PN-B-03020: 1981\u2013perspektywa dnia dzisiejszego<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c878d12 elementor-widget elementor-widget-text-editor\" data-id=\"c878d12\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>M Lipi\u0144ski, M Wdowska, K Michalczuk<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-ece8909 e-flex e-con-boxed e-con e-parent\" data-id=\"ece8909\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bibliotekanauki.pl\/articles\/40465.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-59a3fea elementor-widget elementor-widget-heading\" data-id=\"59a3fea\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wp\u0142yw zmian stopnia wilgotno\u015bci na charakterystyki \u015bci\u015bliwo\u015bci w badaniach edometrycznych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-25ae6c8 elementor-widget elementor-widget-text-editor\" data-id=\"25ae6c8\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-f11913b e-flex e-con-boxed e-con e-parent\" data-id=\"f11913b\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/sciendo.com\/2\/v2\/download\/article\/10.2478\/sgm041205.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2329be7 elementor-widget elementor-widget-heading\" data-id=\"2329be7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">A strain dependent stiffness of stiff cohesionless and cohesive soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d49bc67 elementor-widget elementor-widget-text-editor\" data-id=\"d49bc67\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-cb64ef5 e-flex e-con-boxed e-con e-parent\" data-id=\"cb64ef5\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.agro-ef7fe0ce-e0c8-436f-9959-44ad27f44166\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-eea3e48 elementor-widget elementor-widget-heading\" data-id=\"eea3e48\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Czynniki warunkuj\u0105ce zmienno\u015b\u0107 modu\u0142u odkszta\u0142cenia grunt\u00f3w spoistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-55e9fa2 elementor-widget elementor-widget-text-editor\" data-id=\"55e9fa2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata K Wdowska, Anna Wudzka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-05958a8 e-flex e-con-boxed e-con e-parent\" data-id=\"05958a8\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.dl-catalog-32721467-15cf-425e-bcdc-33ef23790d78\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-42bc2fe elementor-widget elementor-widget-heading\" data-id=\"42bc2fe\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Influence of end restraint on stiffness distribution determined in triaxial tests<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7d342e2 elementor-widget elementor-widget-text-editor\" data-id=\"7d342e2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, MK Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-ae49b53 e-flex e-con-boxed e-con e-parent\" data-id=\"ae49b53\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-02af10f8-0c59-4f2d-afcd-f1a936e9f73d\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5bf72c2 elementor-widget elementor-widget-heading\" data-id=\"5bf72c2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Zastosowanie sond geotechnicznych CPT i BAT do oceny trwa\u0142o\u015bci przes\u0142on hydroizolacyjnych w modernizowanych wa\u0142ach przeciwpowodziowych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4ca7c58 elementor-widget elementor-widget-text-editor\" data-id=\"4ca7c58\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Zdzis\u0142aw Skutnik, Marek Bajda, Mariusz Lech, Ma\u0142gorzata Wdowska, Roman Ku\u015b<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-33648fe e-flex e-con-boxed e-con e-parent\" data-id=\"33648fe\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.agro-edc15774-7a0c-4ff0-bcee-7fe8c87cb31e\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-985ffd9 elementor-widget elementor-widget-heading\" data-id=\"985ffd9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Ocena efektywno\u015bci wyznaczania wsp\u00f3\u0142czynnika filtracji metodami po\u015brednimi w r\u00f3\u017cnych gruntach drobnoziarnistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-36d44e5 elementor-widget elementor-widget-text-editor\" data-id=\"36d44e5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata K Wdowska, MJ Lipinski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-875db6b e-flex e-con-boxed e-con e-parent\" data-id=\"875db6b\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bibliotekanauki.pl\/articles\/40946.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7f6d957 elementor-widget elementor-widget-heading\" data-id=\"7f6d957\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wp\u0142yw zawarto\u015bci frakcji drobnej na charakterystyki konsolidacyjne i \u015bci\u015bliwo\u015b\u0107 grunt\u00f3w ziarnistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9da53cc elementor-widget elementor-widget-text-editor\" data-id=\"9da53cc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-cba43df e-flex e-con-boxed e-con e-parent\" data-id=\"cba43df\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bibliotekanauki.pl\/articles\/40946.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2ba607a elementor-widget elementor-widget-heading\" data-id=\"2ba607a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Ocena przepuszczalno\u015bci gruntu antropogenicznego w \u015bwietle bada\u0144 laboratoryjnych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4a6ceb0 elementor-widget elementor-widget-text-editor\" data-id=\"4a6ceb0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata K Wdowska, MJ Lipinski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-0c9fce3 e-flex e-con-boxed e-con e-parent\" data-id=\"0c9fce3\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.mdpi.com\/2076-3417\/15\/17\/9413\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e41fc6f elementor-widget elementor-widget-heading\" data-id=\"e41fc6f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Shear Strength and Seepage Control of Soil Samples Used for Vertical Barrier Construction\u2014A Comparative Study<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c3d1447 elementor-widget elementor-widget-text-editor\" data-id=\"c3d1447\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata Wdowska, Miros\u0142aw Lipi\u0144ski, Kamil Nasi\u0142owski, Piotr Osi\u0144ski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-e751cb5 e-flex e-con-boxed e-con e-parent\" data-id=\"e751cb5\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.e3s-conferences.org\/articles\/e3sconf\/abs\/2024\/74\/e3sconf_is-porto2024_14004\/e3sconf_is-porto2024_14004.html\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c2766e7 elementor-widget elementor-widget-heading\" data-id=\"c2766e7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Applicability of shear wave velocity to evaluate state of granular materials with fines<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-34e878d elementor-widget elementor-widget-text-editor\" data-id=\"34e878d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata Wdowska, Intan Puspitaningrum<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-72ef7a0 e-flex e-con-boxed e-con e-parent\" data-id=\"72ef7a0\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/sciendo.com\/pdf\/10.2478\/sgem-2023-0019\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c949c28 elementor-widget elementor-widget-heading\" data-id=\"c949c28\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Quality requirements for static liquefaction test of soil in triaxial apparatus<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-624f72f elementor-widget elementor-widget-text-editor\" data-id=\"624f72f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata Wdowska, Intan Puspitaningrum<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-7d85b47 e-flex e-con-boxed e-con e-parent\" data-id=\"7d85b47\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/sciendo.com\/pdf\/10.2478\/sgem-2023-0017\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-06962a9 elementor-widget elementor-widget-heading\" data-id=\"06962a9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Reliability of Methods for Determination of Stress History Parameters in Soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c8a7230 elementor-widget elementor-widget-text-editor\" data-id=\"c8a7230\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata Wdowska, Miros\u0142aw J Lipi\u0144ski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-8281c8f e-flex e-con-boxed e-con e-parent\" data-id=\"8281c8f\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bibliotekanauki.pl\/articles\/40959.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6221898 elementor-widget elementor-widget-heading\" data-id=\"6221898\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wykorzystanie etapowej budowy z przeci\u0105\u017ceniem do wzmocnienia pod\u0142o\u017ca organicznego nasypu drogi ekspresowej<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-650431c elementor-widget elementor-widget-text-editor\" data-id=\"650431c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Zbigniew Lechowicz, Kazimierz Garbulewski, J Bakowski, Ma\u0142gorzata Wdowska, G Wrzesinski, Ivan Ramos Fernandes<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-4a491d3 e-flex e-con-boxed e-con e-parent\" data-id=\"4a491d3\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/search.proquest.com\/openview\/defa25ee733b6da167a8d8e47e3752e6\/1?pq-origsite=gscholar&#038;cbl=1536338\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-41e9239 elementor-widget elementor-widget-heading\" data-id=\"41e9239\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">HYBRID APPROACH FOR EVALUATION OF TAILINGS STATE ON THE BASIS OF SHEAR WAVE VEOCITY MEASUREMENT<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-58efa2f elementor-widget elementor-widget-text-editor\" data-id=\"58efa2f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miroslaw J Lipinski, Malgorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-79cc6cb e-flex e-con-boxed e-con e-parent\" data-id=\"79cc6cb\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.agro-5cbd6794-26ae-4ae4-a01d-6330aa43c5bf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6a6975e elementor-widget elementor-widget-heading\" data-id=\"6a6975e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Dob\u00f3r bada\u0144 geotechnicznych na potrzeby rozpoznania pod\u0142o\u017ca wysoko\u015bciowc\u00f3w<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4c78da2 elementor-widget elementor-widget-text-editor\" data-id=\"4c78da2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Ma\u0142gorzata K Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-7395070 e-flex e-con-boxed e-con e-parent\" data-id=\"7395070\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.agro-7ccd8a55-8461-4580-a997-922e80117b4d\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-22c769d elementor-widget elementor-widget-heading\" data-id=\"22c769d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wybrane standardy okre\u015blania parametr\u00f3w geotechnicznych na podstawie bada\u0144 laboratoryjnych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-353623f elementor-widget elementor-widget-text-editor\" data-id=\"353623f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-f15254e e-flex e-con-boxed e-con e-parent\" data-id=\"f15254e\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-article-BPB1-0022-0024\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ef1f46a elementor-widget elementor-widget-heading\" data-id=\"ef1f46a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Zmiana sztywno\u015bci grunt\u00f3w spoistych ze wzgl\u0119du na zakres rozpatrywanych odkszta\u0142ce\u0144<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-88c8e21 elementor-widget elementor-widget-text-editor\" data-id=\"88c8e21\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MK Wdowska, A Wudzka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-aeafcbc e-flex e-con-boxed e-con e-parent\" data-id=\"aeafcbc\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agris.fao.org\/search\/en\/providers\/122651\/records\/6472452653aa8c8963043081\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d420891 elementor-widget elementor-widget-heading\" data-id=\"d420891\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Evaluation of permeability of man made soil by means of laboratory tests<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0f469b5 elementor-widget elementor-widget-text-editor\" data-id=\"0f469b5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MK Wdowska, MJ Lipinski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-3f1212f e-flex e-con-boxed e-con e-parent\" data-id=\"3f1212f\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/oa-edit\/10.1201\/9781003431749-325\/various-approaches-derive-state-tailings-materials-basis-shear-wave-velocity-measurement-lipi%C5%84ski-wdowska-puspitaningrum\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5da8762 elementor-widget elementor-widget-heading\" data-id=\"5da8762\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Various approaches to derive state of tailings materials on the basis of shear wave velocity measurement<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9f164f0 elementor-widget elementor-widget-text-editor\" data-id=\"9f164f0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipi\u0144ski, M Wdowska, I Puspitaningrum<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-40d4730 e-flex e-con-boxed e-con e-parent\" data-id=\"40d4730\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-778a4871-3ee9-4b90-a29c-de0486816cd4\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7d9cb62 elementor-widget elementor-widget-heading\" data-id=\"7d9cb62\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Kszta\u0142cenie kadr dla gospodarki wodnej na Wydziale Budownictwa i In\u017cynierii \u015arodowiska Szko\u0142y G\u0142\u00f3wnej Gospodarstwa Wiejskiego w Warszawie<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b913ac5 elementor-widget elementor-widget-text-editor\" data-id=\"b913ac5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata Wdowska, Grzegorz Majewski, S\u0142awomir Bajkowski<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-b406448 e-flex e-con-boxed e-con e-parent\" data-id=\"b406448\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/srees.sggw.edu.pl\/article\/view\/2176\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9055da9 elementor-widget elementor-widget-heading\" data-id=\"9055da9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wybrane zagadnienia dotycz\u0105ce budowy tuneli z wykorzystaniem zmechanizowanych tarcz zawiesinowych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-97b511e elementor-widget elementor-widget-text-editor\" data-id=\"97b511e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Krzysztof Michalczuk, M Lipinski, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-4ad5c38 e-flex e-con-boxed e-con e-parent\" data-id=\"4ad5c38\" data-element_type=\"container\" data-e-type=\"container\" href=\"http:\/\/iks.pn.sggw.pl\/PN85\/A16\/zeszyt85art16pl.html\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3e8220a elementor-widget elementor-widget-heading\" data-id=\"3e8220a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Selected issues concerning mechanized tunneling using TBM<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-af61189 elementor-widget elementor-widget-text-editor\" data-id=\"af61189\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Krzysztof Michalczuk, Miros\u0142aw Lipi\u0144ski, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-144731f e-flex e-con-boxed e-con e-parent\" data-id=\"144731f\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/bw.sggw.edu.pl\/info\/article\/WULSac7ecd9840e84ee48e2552720adc5fed?r=publication&#038;ps=20&#038;tab=&#038;title=Publikacja%2B%25E2%2580%2593%2BHybrid%2Bapproach%2Bfor%2Bevaluation%2Bof%2Btailings%2Bstate%2Bon%2Bthe%2Bbasis%2Bof%2Bshear%2Bwave%2Bveocity%2Bmeasurement%2B%25E2%2580%2593%2BSzko%25C5%2582a%2BG%25C5%2582%25C3%25B3wna%2BGospodarstwa%2BWiejskiego%2Bw%2BWarszawie&#038;lang=pl\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f093379 elementor-widget elementor-widget-heading\" data-id=\"f093379\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Hybrid approach for evaluation of tailings state on the basis of shear wave veocity measurement<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c10a141 elementor-widget elementor-widget-text-editor\" data-id=\"c10a141\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw Lipi\u0144ski, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-4196536 e-flex e-con-boxed e-con e-parent\" data-id=\"4196536\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/search.proquest.com\/openview\/5df42e8f35f75a32d43b63989b6bdf3b\/1?pq-origsite=gscholar&#038;cbl=1536338\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-31227fc elementor-widget elementor-widget-heading\" data-id=\"31227fc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Effect of partial saturation on strength properties of cohesive soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1e2eb20 elementor-widget elementor-widget-text-editor\" data-id=\"1e2eb20\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Malgorzata Wdowska, Miroslaw J Lipinski, Anna Wudzka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-1f2e3e5 e-flex e-con-boxed e-con e-parent\" data-id=\"1f2e3e5\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/agro.icm.edu.pl\/agro\/element\/bwmeta1.element.agro-2d3ec596-e7e2-4f90-8e7c-5327f40b4702\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-75e639d elementor-widget elementor-widget-heading\" data-id=\"75e639d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Uwarunkowania doboru metody okre\u015blania wsp\u00f3\u0142czynnika filtracji w gruntach spoistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-27c8ab6 elementor-widget elementor-widget-text-editor\" data-id=\"27c8ab6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata K Wdowska, MJ Lipinski, L Jaron<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-8b2b8e3 e-flex e-con-boxed e-con e-parent\" data-id=\"8b2b8e3\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.cabidigitallibrary.org\/doi\/full\/10.5555\/20163333097\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1003edb elementor-widget elementor-widget-heading\" data-id=\"1003edb\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">DMT based new formulae for shear strength and stiffness evaluation in heavy overconsolidated cohesive soils<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8c08338 elementor-widget elementor-widget-text-editor\" data-id=\"8c08338\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipi\u0144ski, J Szczypior, M Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-9229783 e-flex e-con-boxed e-con e-parent\" data-id=\"9229783\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.cabidigitallibrary.org\/doi\/full\/10.5555\/20163333099\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2e63a59 elementor-widget elementor-widget-heading\" data-id=\"2e63a59\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Influence of laboratory procedure of swelling pressure determination on example of high plasticity clays from region of Cracaw<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8035dce elementor-widget elementor-widget-text-editor\" data-id=\"8035dce\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>M Wdowska, M Lendo-Siwicka, K Garbulewski, K Michalczuk<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-754d205 e-flex e-con-boxed e-con e-parent\" data-id=\"754d205\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/scholar.archive.org\/work\/wrvvmsh2cracdlmufnmat3khqu\/access\/wayback\/http:\/\/doi.prz.edu.pl\/pl\/pdf\/biis\/500\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1fadb1a elementor-widget elementor-widget-heading\" data-id=\"1fadb1a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Przyk\u0142ad okre\u015blania zwi\u0105zk\u00f3w regionalnych na potrzeby interpretacji sondowa\u0144 DMT w mocnych gruntach spoistych<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7fa2cab elementor-widget elementor-widget-text-editor\" data-id=\"7fa2cab\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Miros\u0142aw J Lipi\u0144ski, Jerzy Szczypior, Ma\u0142gorzata Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-b2e1cff e-flex e-con-boxed e-con e-parent\" data-id=\"b2e1cff\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/scholar.archive.org\/work\/7oalwm5qy5dcpjhci4uxfw5p3e\/access\/wayback\/http:\/\/doi.prz.edu.pl\/pl\/pdf\/biis\/504\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-04c30cb elementor-widget elementor-widget-heading\" data-id=\"04c30cb\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wp\u0142yw metody badania na wyznaczone ci\u015bnienie p\u0119cznienia na przyk\u0142adzie i\u0142\u00f3w krakowieckich<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8928a1f elementor-widget elementor-widget-text-editor\" data-id=\"8928a1f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Ma\u0142gorzata Wdowska, Marzena Lendo-Siwicka, Kazimierz Garbulewski, Krzysztof Michalczuk<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-a87a135 e-flex e-con-boxed e-con e-parent\" data-id=\"a87a135\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/yadda.icm.edu.pl\/baztech\/element\/bwmeta1.element.baztech-article-BSL5-0017-0025\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5e6f8ec elementor-widget elementor-widget-heading\" data-id=\"5e6f8ec\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Wp\u0142yw tarcia na ko\u0144cach pr\u00f3bki badanej w aparacie tr\u00f3josiowym na charakterystyk\u0119 napr\u0119\u017cenie-odkszta\u0142cenie<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4fc419c elementor-widget elementor-widget-text-editor\" data-id=\"4fc419c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<div class=\"gsc_oci_field\">\u00a0M Lipi\u0144ski, M Wdowska, A Wudzka<\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-013de60 e-flex e-con-boxed e-con e-parent\" data-id=\"013de60\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.cabidigitallibrary.org\/doi\/full\/10.5555\/20073050294\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-503ec58 elementor-widget elementor-widget-heading\" data-id=\"503ec58\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Factors subjecting variability of Young's modulus of cohesive soils.<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-49e33b5 elementor-widget elementor-widget-text-editor\" data-id=\"49e33b5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MK Wdowska, A Wudzka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-039e5fb e-flex e-con-boxed e-con e-parent\" data-id=\"039e5fb\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.cabidigitallibrary.org\/doi\/full\/10.5555\/20063176893\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ae8e30b elementor-widget elementor-widget-heading\" data-id=\"ae8e30b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Influence of not full saturation on permeability of cohesive soils.<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d499efd elementor-widget elementor-widget-text-editor\" data-id=\"d499efd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipi\u0144ski, MK Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t<a class=\"elementor-element elementor-element-c8e498d e-flex e-con-boxed e-con e-parent\" data-id=\"c8e498d\" data-element_type=\"container\" data-e-type=\"container\" href=\"https:\/\/www.researchgate.net\/profile\/Eugeniusz-Koda\/publication\/274633634_Assessment_of_key_geotechnical_characteristics_of_a_groundwater_protective_vertical_barrier\/links\/5523d3850cf223eed37fe7f5\/Assessment-of-key-geotechnical-characteristics-of-a-groundwater-protective-vertical-barrier.pdf\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-66200f6 elementor-widget elementor-widget-heading\" data-id=\"66200f6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Assessment of key geotechnical characteristics of a groundwater protective vertical barrier L\u2019\u00e9valuation des parametres g\u00e9otechniques principaux d\u2019un rideau d\u2019\u00e9tanch\u00e9it\u00e9 vertical<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f56933b elementor-widget elementor-widget-text-editor\" data-id=\"f56933b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>MJ Lipinski, E Koda, MK Wdowska<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Saturation criteria for heavy overconsolidated cohesive soils MJ Lipinski, Ma\u0142gorzata Wdowska Influence of fines content on consolidation and compressibility characteristics of granular materials Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska, \u0141ukasz Jaro\u0144 Shear wave velocity for evaluation of state of cohesionless soils with fines Miros\u0142aw J Lipi\u0144ski, Ma\u0142gorzata K Wdowska, \u0141ukasz Jaro\u0144 Laboratory assessment of permeability [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1070","page","type-page","status-publish","hentry"],"blocksy_meta":[],"_links":{"self":[{"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/pages\/1070","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/comments?post=1070"}],"version-history":[{"count":70,"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/pages\/1070\/revisions"}],"predecessor-version":[{"id":1287,"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/pages\/1070\/revisions\/1287"}],"wp:attachment":[{"href":"https:\/\/trilabs.pl\/en\/wp-json\/wp\/v2\/media?parent=1070"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}