Study on cyclic shear characteristics of granite residual soil under different water contents

被引:0
|
作者
Liu F. [1 ]
Liang C. [1 ]
Wang J. [2 ]
Liu H. [3 ]
机构
[1] College of Mechanics and Engineering Science, Shanghai University, Shanghai
[2] College of Architecture and Civil Engineering, Wenzhou University, Zhejiang, Wenzhou
[3] GZEPI Zhengcheng Environmental Protection Energy Co.,Ltd, Guangdong, Guangzhou
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2023年 / 42卷 / 08期
基金
中国国家自然科学基金;
关键词
cyclic shear; granite residual soil; rock mechanics; shear amplitude; shear frequency; water content;
D O I
10.13722/j.cnki.jrme.2022.0121
中图分类号
学科分类号
摘要
To study the shear characteristics of residual soil derived from granite under dynamic loading,a series of horizontal cyclic shear tests were conducted under different moisture contents(13%,17%,21% and 25%),vertical stresses(50,75 and 100 kPa),shear amplitudes(1,3,6 and 9 mm),and shear frequencies(0.1,0.5,1 and 2 Hz). The variations of shear stress and vertical displacement of the residual soil during the cyclic shear process were investigated,and the changes in the microstructure of the residual soil were analyzed using scanning electron microscopy to reveal the shear failure mechanisms of soils with different moisture contents. The experimental results showed that the peak shear strength and residual shear strength of the residual soil increased first and then decreased with increasing moisture content during the cyclic shear process. Higher moisture content and vertical stress resulted in greater final vertical displacement of the soil and more significant volumetric strain. When the shear amplitude was equal to or greater than 3 mm,the soil exhibited cyclic shear softening,and the degree of softening increased with larger amplitudes. For moisture contents of 13%,17% and 21%,the average peak shear stress of the soil initially increased and then decreased with increasing shear frequency. However,for a moisture content of 25%,the average peak shear stress of the soil increased with increasing shear frequency. © 2023 Academia Sinica. All rights reserved.
引用
收藏
页码:2048 / 2057
页数:9
相关论文
共 23 条
  • [1] ZHAO Y R, YANG H Q, HUANG L P, Et al., Mechanical behavior of intact completely decomposed granite soils along multi-stage loading-unloading path[J], Engineering Geology, (2019)
  • [2] KONG Lingwei, LI Chengsheng, Et al., Strength attenuation and microstructure damage of granite residual soils under hot and rainy weather[J], Chinese Journal of Rock Mechanics and Engineering, 39, 9, pp. 1902-1911, (2020)
  • [3] ZHANG Y, ZHONG X Y, LIN J S,, Et al., Effects of fractal dimension and water content on the shear strength of red soil in the hilly granitic region of southern China[J], Geomorphology, 351, (2019)
  • [4] WEI Y J,, WU X L, XIA J W,, Et al., The effect of water content on the shear strength characteristics of granitic soils in South China[J], Soil and Tillage Research, 187, pp. 50-59, (2019)
  • [5] CHEN Dongxia, GONG Xiaonan, MA Kang, Variation of the shear strength of Xiamen unsaturated residual soils with water content[J], Chinese Journal of Rock Mechanics and Engineering, 34, pp. 3484-3490, (2015)
  • [6] LI Kai, WANG Zhibing, WEI Changfu, Et al., Effect of saturation on shear strength characteristics of weathered granite slope soils[J], Rock and Soil Mechanics, 37, Supp.1, pp. 267-273, (2016)
  • [7] ZHAO Y R,, CHEN X S,, WEN T D, Et al., Experimental investigations of hydraulic and mechanical properties of granite residual soil improved with cement addition[J], Construction and Building Materials, 318, (2022)
  • [8] WANG Y, ZHANG S X, YIN S,, Et al., Accumulated plastic strain behavior of granite residual soil under cycle loading[J], International Journal of Geomechanics, 20, 11, (2020)
  • [9] YIN Song, KONG Lingwei, YANG Aiwu, Et al., Indoor experimental study of road performance of granite residual soil for subgrade filling materials[J], Rock and Soil Mechanics, 37, Supp.2, pp. 287-293, (2016)
  • [10] ZHOU Dequan, TAN Huanjie, XU Yiming, Et al., Indoor experimental study for accumulative and wetting deformation of granite residual soil under cyclic loading[J], Journal of Central South University:Science and Technology, 44, 4, pp. 1657-1665, (2013)