摘要
在弹塑性边界面模型的基础上 ,通过试验 ,研究了上海地区典型粘土和砂性土的动力特性 ,取得了针对边界面模型的计算参数 ,并采用多向地震作用下的水平地层弹塑性动力反应分析程序 (SUMDES)对以深厚软土覆盖地层为特点的上海地区典型的土层断面 ,以苏南核电站为主的地震输入进行了场地反应分析 ,在加速度特性、孔压特性和动应力特性等方面取得了相应的结果 .针对上海地区厚覆盖土层 ,对不同土层厚度作了对比研究 ,进行了相应的分析比较 ,并得出了有意义的结论 .还采用多向地震作为输入 。
Based on the plasto-elastic bounding surface model, the dynamic characters of typical clay and silt were studied through several types of laboratory dynamic tests. The parameters of dynamic bounding surface model were given upon the tests. By using a nonlinear procedure for response analysis of horizontally layered sites subjected to multi-directional earthquake loading, the response of acceleration, pore pressure and dynamic stress in Shanghai area under different earthquakes were studied. According to the characters of thick cover soil layer in Shanghai area, different depths of earthquake input were calculated. And dynamic responses of the multi-directional earthquake input were studied.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2000年第2期177-182,共6页
Journal of Tongji University:Natural Science
