Effect of hydraulic properties on slope stability in dual‐porosity soil

• المؤلف الرئيسي: Tan, Tze Jung.
• مؤلفون آخرون: Harianto Rahardjo
• التنسيق: Final Year Project
• اللغة: English
• منشور في: 2013
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/52823
• المؤسسة: Nanyang Technological University

Slope stability has always been a major concern in geotechnical engineering. Studies have shown that it is possible to improve the slope analyses by taking negative pore-water pressure into consideration. Numerous analyses on slope stability have been conducted for slope with unimodal soil. However,...