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干湿循环下膨胀土现场大型剪切试验研究

吴珺华, 袁俊平

吴珺华, 袁俊平. 干湿循环下膨胀土现场大型剪切试验研究[J]. 岩土工程学报, 2013, 35(zk1): 103-107.
引用本文: 吴珺华, 袁俊平. 干湿循环下膨胀土现场大型剪切试验研究[J]. 岩土工程学报, 2013, 35(zk1): 103-107.
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WU Jun-hua, YUAN Jun-ping. Field tests on expansive soil during wetting-drying cycles using large shear apparatus[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 103-107.
Citation: WU Jun-hua, YUAN Jun-ping. Field tests on expansive soil during wetting-drying cycles using large shear apparatus[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 103-107.
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干湿循环下膨胀土现场大型剪切试验研究  English Version

  • 1. 南昌航空大学土木建筑学院，江西 南昌330063；2. 河海大学岩土力学与堤坝工程教育部重点实验室，江苏 南京 210098；3. 河海大学岩土工程科学研究所，江苏 南京 210098

基金项目: 国家自然科学基金项目（51008117）；南昌航空大学博士启动基金项目（EA201211115）
详细信息
    作者简介:

    吴珺华(1985 - )，男，江西吉安人，博士，讲师，主要从事非饱和土理论及膨胀土基本性质研究。E-mail: wjh0796@163.com。

  • 中图分类号: TU47

Field tests on expansive soil during wetting-drying cycles using large shear apparatus

  • 1. College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang 330063, China; 2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 3. Geotechnical Research Institute, Hohai University, Nanjing 210098, China

摘要

    摘要
  • 摘要: 为获得干湿循环作用形成的裂隙对膨胀土抗剪强度特性的影响，采用现场大型剪切仪分别对未经历和经历干湿循环作用的膨胀土进行了剪切试验。膨胀土未经历干湿循环作用时，剪切位移较小时剪应力即可达到峰值，随后逐渐降低；试样的应力应变关系均呈现出明显的软化特征。经历干湿循环作用后的膨胀土，峰值剪应力与未经历干湿循环作用的相比明显减小，而软化特征不明显。经历干湿循环作用的膨胀土抗剪强度参数都有不同程度的降低，其中黏聚力降低幅度较大，摩擦角降低幅度较小。试验结果表明干湿循环诱发膨胀土裂隙发育，抗剪强度迅速衰减，是导致膨胀土工程失稳破坏的主要因素。
    Abstract: In order to obtain the characteristics of strength of field expansive soil including cracks caused by wetting-drying cycles, the specimens both with and without undergoing wetting-drying cycles are tested by means of the field large shear apparatus. When the expansive soil does not undergo wetting-drying cycles, the shear stress reaches the peak value quickly and then reduces gradually; the stress-strain relations show the obvious softening. When the expansive soil undergoes wetting-drying cycles, the peak shear stress is much less than the values of expansive soil and the characteristics of softening are less obvious compared with those of the expansive soil which does not undergo wetting-drying cycles. The shear strength of expansive soil undergone wetting-drying cycles decreases to some degree compared to that of undisturbed expansive soil, and the decreased degree of cohesion is much greater than that of friction angle. It is shown that crack propagation due to wetting-drying cycles result in the reduction of shear strength, and it is the major factor to lead to instability and damage of projects in expansive soil areas.
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出版历程
  • 收稿日期:  2013-02-27
  • 发布日期:  2013-07-18

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