Relationship of stiffness and damping ratio with strain for residual soils

• المؤلف الرئيسي: Yeo, Sir Hoon
• مؤلفون آخرون: Leong Eng Choon
• التنسيق: Theses and Dissertations
• اللغة: English
• منشور في: 2008
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/12149
• المؤسسة: Nanyang Technological University

There is very little work done on characterization of soil stiffness and damping ratio with strain for residual soils in Singapore. This is because routine geotechnical design does not usually incorporate the non-linearity of soil stiffness and damping ratio is only needed for dynamic problems. Howe...