水文地质工程地质2000，Vol.27Issue(6)：20-22，41,4.
建筑桩基的有效应力地震反应分析：Ⅱ--应用
ENGLISH
黄雨 1唐益群 1叶为民 1陈竹昌1
作者信息
- 1. 同济大学地下建筑与工程系，上海 200092
- 折叠
摘要
Abstract
Using proposed dynamic effective stress analysis theory and software for earthquake response of building pile foundations, a building pile foundation on liquefied soil is calculated and such results as acceleration, vibration pore water pressure and pile earthquake subsidence are given and analyzed关键词
地震/桩基础/地震反应/液化Key words
earthquake/pile foundation/earthquake response/liquefaction分类
建筑与水利引用本文复制引用
黄雨,唐益群,叶为民,陈竹昌..建筑桩基的有效应力地震反应分析：Ⅱ--应用[J].水文地质工程地质,2000,27(6):20-22，41,4.
