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冲击荷载作用下软粘土变形和孔压的若干问题
引用本文:白冰,周健,曹宇春.冲击荷载作用下软粘土变形和孔压的若干问题[J].同济大学学报(自然科学版),2001,29(3):268-272.
作者姓名:白冰  周健  曹宇春
作者单位:同济大学地下建筑与工程系,
基金项目:国家自然科学基金重点资助项目(59738160)
摘    要:研究饱和软粘土的预剪及后固结性能,对饱和软粘土在冲击荷载作用下变形和孔压的一些规律作进一步探讨,另外,在大量试验基础上,建立了一个冲击荷载作用下孔隙水压力的计算模式,并对影响孔压发展的诸如土性、固结应力状态、荷载强度等因素进行了简要分析,试图从另一一个角度定量分析影响孔压发展的各种因素。

关 键 词:饱和软粘土  预剪  后固结  变形  孔压  冲击荷载  孔隙水压力  土性  固结应力状态
文章编号:0253-374(2001)03-0268-05
修稿时间:2000年1月3日

Some Problems on the Deformation and Pore Pressure of Soft Clay under Impact Loading
BAI Bing,ZHOU Jian,CAO Yu chun.Some Problems on the Deformation and Pore Pressure of Soft Clay under Impact Loading[J].Journal of Tongji University(Natural Science),2001,29(3):268-272.
Authors:BAI Bing  ZHOU Jian  CAO Yu chun
Abstract:The pre shearing and post consolidation characteristics of saturated soft clay are studied firstly. Some problems on the deformation and pore pressure of soft clay under impact loading are disscused furthermore. Based on a large number of laboratory test results, a model for expressing the pore pressure of soft clay under impact loading is proposed, and furthermore, many factors that affect the growth of pore pressure are analysed in detail, such as properties of soil, consolidated pressure state, loading magnitude, etc.
Keywords:saturated soft clay  pre  shearing  post  consolidation  deformation  pore pressure
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