{"id":2343,"date":"2018-02-26T15:51:41","date_gmt":"2018-02-26T12:51:41","guid":{"rendered":"https:\/\/ishik.edu.iq\/conf\/iec\/?p=2343"},"modified":"2018-02-22T15:54:08","modified_gmt":"2018-02-22T12:54:08","slug":"iec2018-12","status":"publish","type":"post","link":"https:\/\/conferences.tiu.edu.iq\/iec\/iec2018-12\/","title":{"rendered":"AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS"},"content":{"rendered":"<p style=\"text-align: center;\"><span style=\"color: #800000;\"><strong>4th International Engineering Conference on Developments in Civil &amp; Computer Engineering Applications (IEC2018)<\/strong><\/span><\/p>\n<div class=\"page\" title=\"Page 1\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p><strong>Title<\/strong>: AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS<\/p>\n<p><strong>Authors<\/strong>:\u00a0Ahmed Mohammed Hasan<\/p>\n<p><strong>DOI<\/strong>:<strong>\u00a0<\/strong>10.23918\/iec2018.12<\/p>\n<p><strong>Abstract:\u00a0<\/strong>The processes of deposition and consolidation in natural soils or compaction in fill materials will typically produce soils that are initially cross-anisotropic (also known as transversely isotropic or orthotropic) in terms of both small strain elastic behaviour and large strain plastic behaviour. For small strain elastic behaviour, five elastic parameters are required to fully describe cross-anisotropic soils such as two Young\u2019s moduli (Ev in vertical direction and Eh in horizontal direction), two Poisson\u2019s ratios (vvh horizontal strain due to vertical strain and vhh horizontal strain due to horizontal strain) and an independent shear modulus such as Ghv (a shear wave horizontally transmitted with vertically polarised). These five elastic parameters have been expressed in different fashions in the literature. In this paper results from derivations showed that it is possible to express the elastic parameters for cross-anisotropic soils in a different way than that expressed in the literature using as a function of independent measurements of two shear moduli and two constrained moduli from three pairs of bender\/extender elements BEEs fitted on a cross-anisotropic soil sample in a triaxial apparatus and measuring or assuming the value of vhh using combination of triaxial testing system and bender\/extender element testing system,<\/p>\n<p><strong>Keywords<\/strong>:\u00a0elastic parameters, cross-anisotropic soils, bender\/extender elements, shear and constrained moduli.<\/p>\n<p>[button href=&#8221;https:\/\/conferences.tiu.edu.iq\/iec\/wp-content\/uploads\/2018\/02\/iec2018.12.pdf&#8221; size=&#8221;medium&#8221; textcolor=&#8221;#ffffff&#8221;]Full Paper (PDF)[\/button]<\/p>\n<\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>4th International Engineering Conference on Developments in Civil &amp; Computer Engineering Applications (IEC2018) Title: AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS Authors:\u00a0Ahmed Mohammed Hasan DOI:\u00a010.23918\/iec2018.12 Abstract:\u00a0The processes of deposition and consolidation in natural soils or compaction in fill materials will typically produce soils that are initially cross-anisotropic (also known as transversely &hellip; <\/p>\n","protected":false},"author":23,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[16],"tags":[],"class_list":["post-2343","post","type-post","status-publish","format-standard","hentry","category-iec2018-proceedings-book"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/conferences.tiu.edu.iq\/iec\/iec2018-12\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS -\" \/>\n<meta property=\"og:description\" content=\"4th International Engineering Conference on Developments in Civil &amp; Computer Engineering Applications (IEC2018) Title: AN APPROACH FOR DESCRIPTION OF ELASTIC PARAMETERS OF CROSS-ANISOTROPIC SATURATED SOILS Authors:\u00a0Ahmed Mohammed Hasan DOI:\u00a010.23918\/iec2018.12 Abstract:\u00a0The processes of deposition and consolidation in natural soils or compaction in fill materials will typically produce soils that are initially cross-anisotropic (also known as transversely &hellip;\" 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