Shear strength of compacted soil under infiltration condition

• المؤلفون الرئيسيون: Rahardjo, Harianto, Leong, Eng Choon, Melinda, F., Han, K. K.
• 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/10356/94505; http://hdl.handle.net/10220/7345

Landslides in residual soil slopes are commonly induced by rainfall infiltration. These residual soils are typically in an unsaturated state with negative pore-water pressures or matric suctions since the groundwater tables in steep slopes are often deep. The net normal and shear stresses of the soi...