Shear stiffness and damping ratio of unsaturated soil

• المؤلف الرئيسي: Wong, Kah Chou.
• مؤلفون آخرون: Leong Eng Choon
• التنسيق: Final Year Project
• اللغة: English
• منشور في: 2013
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/52819

In geotechnical practice, unsaturated soil condition is commonly encountered. Both shear stiffness and damping ratio are the fundamental parameters for dynamic study in geotechnical engineering. These have garnered more interest in the research to determine dynamic soil properties using laboratory t...