干湿循环作用下崩岗土体抗拉强度的衰减性分析

冯延云; 张晓明; 丁树文; 李柏润

doi:10.13870/j.cnki.stbcxb.2020.03.026

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干湿循环作用下崩岗土体抗拉强度的衰减性分析

更新时间：2025-03-12

- 干湿循环作用下崩岗土体抗拉强度的衰减性分析
- Analysis of Attenuation of Tensile Strength of Collapsing Soil Under the Action of Dry and Wet Cycles
- 水土保持学报 2020年34卷第3期页码：168-174
- 作者机构：
  
  华中农业大学资源与环境学院,武汉,430070
- 作者简介：
  
  [ "冯延云(1994-),男,甘肃白银人,硕士研究生,主要从事崩岗土体稳定性研究。E-mail:fengyanyun9965@163.com" ]
- 基金信息：
  
  国家自然科学基金项目（41771307，41201271）长江科学院开放研究基金项目（CKWV2017522/KY）
- DOI：10.13870/j.cnki.stbcxb.2020.03.026
  中图分类号： TU432
- 纸质出版：2020
- 稿件说明：
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冯延云, 张晓明, 丁树文, 等. 干湿循环作用下崩岗土体抗拉强度的衰减性分析[J]. 水土保持学报, 2020,34(3):168-174.

FENG Yanyun, ZHANG Xiaoming, DING Shuwen, et al. Analysis of Attenuation of Tensile Strength of Collapsing Soil Under the Action of Dry and Wet Cycles[J]. 2020, 34(3): 168-174.
冯延云, 张晓明, 丁树文, 等. 干湿循环作用下崩岗土体抗拉强度的衰减性分析[J]. 水土保持学报, 2020,34(3):168-174. DOI： 10.13870/j.cnki.stbcxb.2020.03.026.

FENG Yanyun, ZHANG Xiaoming, DING Shuwen, et al. Analysis of Attenuation of Tensile Strength of Collapsing Soil Under the Action of Dry and Wet Cycles[J]. 2020, 34(3): 168-174. DOI： 10.13870/j.cnki.stbcxb.2020.03.026.

摘要

针对干湿循环影响下崩岗土体崩壁出现失稳等问题，通过开展室内单轴抗拉试验，研究了湖北通城地区不同干湿循环作用下崩岗土体抗拉强度的变化规律。结果表明：崩岗土体的抗拉强度随着干湿循环次数的增加逐渐衰减，最后逐渐趋于稳定，且不同层次土壤的抗拉强度衰减主要集中在前3个干湿循环周期，表土层、红土层、过渡层和砂土层抗拉强度衰减比例分别达到90%，82%，83%，90%，且不同层次土壤的抗拉强度总体表现为过渡层 > 红土层 > 表土层 > 砂土层。并通过考虑崩岗不同层次土体深度和干湿循环次数的共同影响，建立了抗拉强度衰减预估模型，且抗拉强度模型预测值与实测值有较高的相关关系（R2=0.97），该模型对研究崩岗不同层次土体抗拉强度衰减机制具有指导意义。

Abstract

Aiming at the instability of the collapsing gully wall under the influence of dry-wet cycling

we studied the change rule of the tensile strength of the collapsing soil under the different dry and wet cycles in Tongcheng area of Hubei Province through the indoor uniaxial tensile test. The results showed that the tensile strength of the collapsing soil gradually decreased with the increasing of the number of dry-wet cycles

and finally tended to be stable

and the attenuation of tensile strength of different layers of soil mainly concentrated on the first three dry-wet cycles.The attenuation ratio of tensile strength of topsoil

laterite

transition layer and sandy soil layer reached 90%

82%

83% and 90%

respectively

and the tensile strength of different layers of soil followed the order of transition layer > laterite layer > topsoil layer > sandy layer. By considering the influence of the depth of different layers and the number of dry-wet cycles

the prediction model of tensile strength attenuation was established

and the prediction value of tensile strength model had a high correlation with the measured value (R2=0.97). The model had guiding significance for the study of the attenuation mechanism of tensile strength of different layers of soil.

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