Stress-strain behavior and shear strength of unsaturated residual soil from triaxial tests

• المؤلفون الرئيسيون: Leong, Eng Choon, Rahardjo, Harianto, Nyunt, T. T.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: Conference or Workshop Item
• اللغة: English
• منشور في: 2013
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/96866; http://hdl.handle.net/10220/13074; http://www.unsat.eng.ku.ac.th/Proceeding/index.html

Multi-stage triaxial compression tests were performed on undisturbed samples of residual soils from Bukit Timah Granite formation in Singapore. Tests were carried out under two conditions, namely, consolidated undrained test (CU) (i.e. both pore-air and pore-water pressure were not allowed to drain...