Search Results for Soil mechanics.SirsiDynix Enterprisehttps://catalog.iyte.edu.tr/client/tr_TR/default_tr/default_tr/qu$003dSoil$002bmechanics.$0026rm$003dTEZ$002bKOLEKSIYONU0$00257C$00257C$00257C1$00257C$00257C$00257C0$00257C$00257C$00257Ctrue$0026te$003dILS$0026ps$003d300?2024-05-31T09:45:34ZAn experimental and analytical study of various soil slopes in laboratory conditionsent://SD_ILS/0/SD_ILS:1007572024-05-31T09:45:34Z2024-05-31T09:45:34Zby Pulat, Hasan Fırat.<br/><a href="http://hdl.handle.net/11147/3020">Access to Electronic Version.</a><br/>Format: El Yazması<br/>Modelling vertically loaded pile groups by considering pile-soil-pile interactionsent://SD_ILS/0/SD_ILS:23584762024-05-31T09:45:34Z2024-05-31T09:45:34Zby Kamış, Ömer Faruk, author.<br/><a href="">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Effect of fines and ground acceleration on liquefaction resistance of silty sand: numerical studyent://SD_ILS/0/SD_ILS:22622412024-05-31T09:45:34Z2024-05-31T09:45:34Zby Tozburun, Batuhan, author.<br/><a href="https://hdl.handle.net/11147/12474">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Experimental and numerical investigation of the evolution of piping and resulting breach in earth-fill damsent://SD_ILS/0/SD_ILS:23357392024-05-31T09:45:34Z2024-05-31T09:45:34Zby Dumlu, Emre, author.<br/><a href="https://hdl.handle.net/11147/13269">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Seismic liquefaction: 1-G model testing system and shake table testsent://SD_ILS/0/SD_ILS:3926152024-05-31T09:45:34Z2024-05-31T09:45:34Zby Kahraman, İrem.<br/><a href="http://hdl.handle.net/11147/3575">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Effect of stone column soil improvement on liquefaction resistance:field and numerical studyent://SD_ILS/0/SD_ILS:23425432024-05-31T09:45:34Z2024-05-31T09:45:34Zby Budak, Merve, author.<br/><a href="https://hdl.handle.net/11147/13868">Access to Electronic Versiyon</a><br/>Format: El Yazması<br/>Laboratory tests to study stability mechanism of rainfall infiltrated unsaturated fine-grained soil slopes developing into shallow landslides and their hydraulic propertiesent://SD_ILS/0/SD_ILS:3926362024-05-31T09:45:34Z2024-05-31T09:45:34Zby Şahin, Yavuz.<br/><a href="http://hdl.handle.net/11147/3579">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Large scale testing of masonry walls under the effect of representative ground settlementsent://SD_ILS/0/SD_ILS:22609772024-05-31T09:45:34Z2024-05-31T09:45:34Zby Özdemir, Berkay, author.<br/><a href="https://hdl.handle.net/11147/12278">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Investigation of liquefaction potential of sand-tire granulated rubber mixture that used around the buried pipes with shake table testsent://SD_ILS/0/SD_ILS:22622922024-05-31T09:45:34Z2024-05-31T09:45:34Zby Karaman, Mustafa, author.<br/><a href="https://hdl.handle.net/11147/12517">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>