Shear strength of a compacted residual soil from consolidated drained and constant water content triaxial tests

• المؤلفون الرئيسيون: Leong, Eng Choon, Rahardjo, Harianto, Ong, Boo Heng
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2011
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/94609; http://hdl.handle.net/10220/7366

Rainfall-induced landslides in unsaturated residual soils can occur slowly under drained conditions or rapidly under undrained conditions. Consolidated drained (CD) and constant water content (CW) tests have been performed to simulate the stress paths followed by soil elements in a slope that fails...