Effect of confining pressure on soil-water characteristic curve and unsaturated shear strength

• المؤلف الرئيسي: Tan, Jeremy
• مؤلفون آخرون: Harianto Rahardjo
• التنسيق: Final Year Project
• اللغة: English
• منشور في: 2017
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/71036

How confining pressure affects the soil-water characteristic curve (SWCC) is not well understood as most SWCC tests are conducted without confining pressure. Furthermore, SWCC fitting parameters obtained from such tests are used to estimate the unsaturated shear strength of soils through predictiv...