Influence of water contents on shear strength of coal-bearing soil

被引:0
作者
Hu Xin [1 ,2 ]
Hong Bao-ning [2 ]
Du Qiang [2 ]
Meng Yun-mei [3 ]
机构
[1] China Power Engn Consulting Grp Corp, Northwest Elect Power Inst, Xian 210098, Shaanxi, Peoples R China
[2] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China
[3] Nanjing Inst Technol, Coll Architecture & Engn, Nanjing 211167, Jiangsu, Peoples R China
关键词
coal-bearing soil; shear strength; water sensitivity; direct shear test;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Coal-bearing soil is weakened when encountering water and its strength is sharply dropped down with increasing water content. Taking coal-bearing soil which ranges along with Guang-Wu Expressway for example, and based on analyzing the physical properties of coal-bearing soil, its shear strength is measured through direct shear test; influence of water contents on shear strength of coal-bearing soil is analyzed; and some suggestions are put forward to treat coil-bearing soil. The results indicate that the shear strength and initial water content of coal-bearing soil have marked correlationship; and the bigger initial water content of coal-bearing soil is, the smaller its shear strength is. With water content increasing, cohesion of coal-bearing soil decreases overall; but its changing trend is of marked characteristic of stage. When water content of coal-bearing soil is under some value, its cohesion changes in small ranges; after water content of coal-bearing soil is over the value, its cohesion decreases with water content increasing; and the interrelationship between the logarithm of its cohesion and water content is linear. Water content of coal-bearing soil has no marked effect on its internal friction angle; but its internal friction angle firstly increases and then decreases, so it has marked peak value.
引用
收藏
页码:2291 / 2294
页数:4
相关论文
共 9 条
[1]  
Ding WT, 2007, ROCK SOIL MECH, V28, P391
[2]  
[孔令伟 Kong Lingwei], 2004, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V26, P727
[3]  
[李保雄 Li Baoxiang], 2006, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V25, P1003
[4]  
[李保雄 LI Baoxiong], 2007, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V29, P294
[5]  
Miao L.C., 1999, ROCK SOIL MECH, V20, P71
[6]  
WANG Jun, 2006, CHINA CIVIL ENG J, V39, P99
[7]  
[杨庆 Yang Qiang], 2004, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V23, P420
[8]  
[杨庆 Yang Qing], 2003, [岩土力学, Rock and Soil Mechanics], V24, P13
[9]  
[赵颖文 Zhao Yingwen], 2003, [岩土力学, Rock and Soil Mechanics], V24, P568