Soil behaviour in earthquake geotechnics
Soil behaviour in earthquake geotechnics
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DOI：
10.5860/choice.34-5113
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发表时间：
1996
期刊：
影响因子：
--
通讯作者：
石原 研而
中科院分区：
文献类型：
--
作者：
石原 研而
1. 动力学问题的特点典型动加载环境下循环应力的特征变化循环加载中应力-应变关系的表示方法实验室试验用仪器和程序波浪传播法原位测量低振幅剪切模量7。模量和阻尼的应变依赖性黏性土加载速度与刚度退化的影响[j]。瞬态和循环加载条件下黏性土的强度[j]。砂土对循环荷载的阻力单调加载下砂土的特性用原位测深法评价抗液化能力液化分析液化后沉积物中的沉降流动和非流动条件和剩余强度液化开始条件及后续流动附录：样品制备方法指标
1. Characteristics of dynamics problems 2. Characteristic changes in cyclic stress in typical dynamic loading environments 3. Methods of representing stress-strain relations in cyclic loading 4. Apparatus and procedures for laboratory tests 5. In-situ survey by wave propagation 6. Low-amplitude shear moduli 7. Strain-dependency of modulus and damping 8. Effect of loading speed and stiffness degradation of cohesive soils 9. Strengths of cohesive soils under transient and cyclic loading conditions 10. Resistance of sand to cyclic loading 11. Sand behaviour in monotonic loading 12. Evaluation of liquefaction resistance by in-situ soundings 13. Analysis of liquefaction 14. Settlement in sand deposits following liquefaction 15. Flow and on-flow conditions and residual strength 16. Onset condition for liquefaction and consequent flow Appendix: Methods of sample preparation Index