{"id":2891,"date":"2022-07-31T09:34:15","date_gmt":"2022-07-31T09:34:15","guid":{"rendered":"http:\/\/www.quartzbd.com\/?post_type=product&#038;p=2891"},"modified":"2022-07-31T09:34:15","modified_gmt":"2022-07-31T09:34:15","slug":"ensoft-suite-2021","status":"publish","type":"product","link":"http:\/\/www.quartzbd.com\/?product=ensoft-suite-2021","title":{"rendered":"Ensoft Suite 2021"},"content":{"rendered":"<p><a href=\"http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-2892 size-full\" src=\"http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021.jpg\" alt=\"\" width=\"1024\" height=\"514\" srcset=\"http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021.jpg 1024w, http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021-300x151.jpg 300w, http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021-768x386.jpg 768w, http:\/\/www.quartzbd.com\/wp-content\/uploads\/2022\/07\/Ensoft-suite-2021-600x301.jpg 600w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n<h3>Ensoft Suite<\/h3>\n<p>LPILE \u2013 Analyze response of piles and shafts in multi-layered soil media.<br \/>\nAPILE \u2013 Analyze the axial capacity of driven piles in mutli-layered soils.<br \/>\nGROUP \u2013 Analyze response of pile groups in multi-layered soil media.<br \/>\nPYWall \u2013 Analyze flexible retaining walls in layered soils.<br \/>\nSHAFT \u2013 Study the response of drilled shafts under axial loading.<br \/>\nTZPILE \u2013 Analyze load-settlement relationships of vertically loaded piles with downdrag.<br \/>\nEnFEM \u2013 2D finite element analysis with ability to perform soil-structure interaction and stage construction.<br \/>\nEnCPT \u2013 Process raw CPT data, generating and exporting soil layering and properties to LPILE.<br \/>\nDynaN \u2013 Determine the dynamic response of shallow and deep foundations.<br \/>\nDynaPile \u2013 Analyze the dynamic response of pile groups in horizontally layered elastic media.<br \/>\nDynaMat \u2013 Analyze the dynamic response of mat foundations under dynamic loading.<br \/>\nGeoMat \u2013 Analyze mat or structural slabs supported on soil media.<br \/>\nSETOFF \u2013 Software for computing foundation settlement.<br \/>\nSTABLPRO \u2013 Software for computing the slope stability.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u09ab\u09c1\u09b2 \u09aa\u09cd\u09af\u09be\u0995\u09c7\u099c \u09ae\u09c2\u09b2\u09cd\u09af : \u09e8\u09eb,\u09e6\u09e6\u09e6\/- \u09aa\u0981\u099a\u09bf\u09b6 \u09b9\u09be\u099c\u09be\u09b0 \u099f\u09be\u0995\u09be \u09ae\u09be\u09a4\u09cd\u09b0<br \/>\n\u098f\u09ac\u0982<br \/>\n\u09aa\u09cd\u09b0\u09a4\u09cd\u09af\u09c7\u0995\u099f\u09bf \u0986\u09b2\u09be\u09a6\u09be \u09ae\u09c2\u09b2\u09cd\u09af : \u09ec,\u09eb\u09e6\u09e6\/- \u099b\u09df \u09b9\u09be\u099c\u09be\u09b0 \u099f\u09be\u0995\u09be 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