考虑沉桩应力路径的桩周土三轴试验研究[EB/OL]
北京：中国科技论文在线
本文介绍了一种利用GDS三轴试验仪器模拟研究沉桩应力路径下桩周土变形规律的试验方法
因此桩周土变形特性受沉桩应力路径的影响也是许多研究者关心的岩土工程问题
） 摘要： 土的本构关系受应力路径和应力历史的影响显著
郭进军 （ 南京市河海大学岩土工程研究所
三轴试验
） Abstract： In this paper, constitutive relation of soil is obvious contribution by the stress path and stress history, so deformation characteristic of soil around pile which is considering the stress path of pile-sinking is a topic of geotechnical engineering that many students concern about
This paper introduces an test method simulating stress path of pile-sinking to study the law of soil deformation around pile, which is using GDS triaxial test instrument, and makes a discussion and generalization at the same time
Keywords： Stress path, Triaxial test, Stress, Strain, Pore Pressure 下载PDF阅读器 PDF全文下载： 初稿 （ 165 ） 作者简介： 通信联系人： 【收录情况】 中国科技论文在线： 周火垚
