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膨胀土的现场抗剪试验研究
引用本文:黄志全,王安明,姜彤.膨胀土的现场抗剪试验研究[J].力学学报,2005,13(3):361-366.
作者姓名:黄志全  王安明  姜彤
作者单位:华北水利水电学院岩土工程系,郑州450008
基金项目:河南省高校杰出科研人才创新工程项目(HAIPURT);河南省高等学校创新人才培养工程项目;华北水利水电学院青年科研基金资助
摘    要:由于膨胀土的裂隙性和超固结特性,膨胀土的抗剪强度不仅是膨胀土地区边坡设计的重要依据,而且一直是膨胀土边坡研究领域的重要课题。本文以南阳膨胀土为例,对膨胀土现场抗剪试验的试样制备及试验方法进行探讨,通过对该地区典型滑坡反算证明,文中的现场抗剪试验方法及抗剪强度的计算公式是合理的。

关 键 词:膨胀土  现场抗剪试验  抗剪强度
收稿时间:2004-12-21
修稿时间:2005-01-27

IN-SITU SHEAR STRENGTH TEST OF EXPANSIVE SOIL IN NANYANG AREA, HENAN PROVINCE
HUANG Zhiquan,WANG Anming,JIANG Tong.IN-SITU SHEAR STRENGTH TEST OF EXPANSIVE SOIL IN NANYANG AREA, HENAN PROVINCE[J].chinese journal of theoretical and applied mechanics,2005,13(3):361-366.
Authors:HUANG Zhiquan  WANG Anming  JIANG Tong
Institution:North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450008
Abstract:The determination of shear strength of expansive soil is always an important research topic due to its fissuring and over-consolidation property. The shear strength is of much significance in the design of slope in the expansive soil area. Using the expansive soil in Nanyang Area, Henan Province as an example this paper discusses in-situ shear strength test method including specimen preparation. The improved formulas for estimation of shear strength of the expansive soil are also presented. The results of landslides stability analysis indicate that the method suggested is rationale.
Keywords:Expansive soil  In-situ shear  Test shear strength
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