粗粒土大三轴试验研究综述

石振明 赵晓伟 彭铭

石振明, 赵晓伟, 彭铭. 2014: 粗粒土大三轴试验研究综述. 工程地质学报, 22(5): 792-796. doi: 10.13544/j.cnki.jeg.2014.05.03
引用本文: 石振明, 赵晓伟, 彭铭. 2014: 粗粒土大三轴试验研究综述. 工程地质学报, 22(5): 792-796. doi: 10.13544/j.cnki.jeg.2014.05.03
SHI Zhenming, ZHAO Xiaowei, PENG Ming. 2014: REVIEW OF STUDIES ON LARGE SCALE TRIAXIAL TESTS OF COARSE-GRAINED SOILS. JOURNAL OF ENGINEERING GEOLOGY, 22(5): 792-796. doi: 10.13544/j.cnki.jeg.2014.05.03
Citation: SHI Zhenming, ZHAO Xiaowei, PENG Ming. 2014: REVIEW OF STUDIES ON LARGE SCALE TRIAXIAL TESTS OF COARSE-GRAINED SOILS. JOURNAL OF ENGINEERING GEOLOGY, 22(5): 792-796. doi: 10.13544/j.cnki.jeg.2014.05.03

粗粒土大三轴试验研究综述

doi: 10.13544/j.cnki.jeg.2014.05.03
基金项目: 

国家自然科学基金项目(批准号:41372272)资助

详细信息
    作者简介:

    石振明(1968- ),男,博士,副教授,从事地质工程教学和研究工作. Email: shi_tongji@tongji.edu.cn

  • 中图分类号: TU41

REVIEW OF STUDIES ON LARGE SCALE TRIAXIAL TESTS OF COARSE-GRAINED SOILS

  • 摘要: 自然界中广泛分布粗粒土,其具有压实密度大、良好透水性、抗剪强度高、沉降变形小、不易产生地震液化等优良的工程特性,已被广泛运用于土石坝工程建设中。本文在阅读大量参考文献的基础上概括和总结了粗粒土大三轴试验研究进展情况,包括抗剪强度、变形特性、应力-应变关系特性、试验中的若干问题,并结合已有认识,提出了笔者一些自己的思考,指出了今后关于粗粒土的研究方向。
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出版历程
  • 收稿日期:  2014-05-10
  • 修回日期:  2014-08-21
  • 刊出日期:  2014-10-25

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