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Discussion on Shear Strength of Total Stress of Unsaturated Compacted Expansive Soil

Gong Biwei (Yangtze Rive Scientific Research Institute, Wuhan 430010)  
Based on the engineering practice, experimental studies were performed for compacted expansive soils of different initial densities and moisture contents with the consolidated quick direct shear test method of unsaturated soils. The characteristics of shear strength of unsaturated soil under the condition of total stress were discussed. The results indicated that the strength of total stress increases with accretion of dry density and with decrease of moisture content; the changes in internal friction angles with moisture contents are small, but, the changes in cohesive forces are rather lager.
【CateGory Index】: TU443
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5 DENG You-sheng;WU Peng;ZHAO Ming-hua;DUAN Bang-zheng;School of Civil Engineering & Architecture, Xi'an University of Science and Technology;School of Civil Engineering & Architecture, Hubei University of Technology;Institute of Geotechnical Engineering, Hunan University;;Strength of expansive soil reinforced by polypropylene fiber under optimal water content[J];岩土力学;2017-02
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1 Lu Zhao-jun, Zhang Hui-ming, Chen Jian-hua, Feng Man (China Academy of Railway Sciences);Shear Strength and Swelling Pressure of Unsaturated Soil[J];岩土工程学报;1992-03
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8 ZHANG Jincun;CHENG Qiangong;LI Xing;YAO Yuan;LUO Hao;Faculty of Geosciences and Environmental Engineering,Southwest Jiaotong University;;The experimental study on the expansion force characterizing unsaturated expansive soil strength properties[J];铁道科学与工程学报;2016-09
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【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 XU Changhui;SUN Shulin;Geological Exploration Bureau of Zhejiang Province;College of Earth Sciences and Engineering, Hohai University;;Study of shear strength test on expansive soil improved by shell[J];河北工程大学学报(自然科学版);2017-03
2 Wu Junhua;Yang Song;Key Laboratory of Nondestructive Testing , Ministry of Education, Nanchang Hangkong University;College of Civil Engineering and Architecture, Nanchang Hangkong University;College of Water Conservancy, Yunnan Agricultural University;;Changes of matric suction in expansive soil under drying-wetting cycles using filter paper method[J];农业工程学报;2017-15
3 Li Zhaoyang;Xie Qiang;Kang Jingwen;Zhao Mengyi;Guo Yongchun;Faculty of Geosciences and Environmental Engineering,Southwest Jiaotong University;China Southwest Geotechnical Investigation & Design Institute Co.,Ltd.;;Expansive soil elastic-plastic constitutive model based on Mohr Coulomb criterion and its numerical implementation[J];土木建筑与环境工程;2017-02
4 LIU Pin;YUAN Qi;CAO Ji-shi;LIAO Jun;Guizhou Transportation Planning and Design Academe Co,Ltd;;Investigation on Residual Thrust of Bedding Slope Weathered Interface of Different Water Content and Significance for Engineering Protection[J];科学技术与工程;2017-09
5 LI Feng-zeng;Zhengzhou Highway Managing Bureau;Henan Transportation Research Institute Co.,Ltd.;;Study on the Stability of High Filled Embankment Under the Expansive Force[J];北方交通;2016-05
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Lu, Zhaojun(China Academy of Railway Sciences);The Failure Mechanism of Soils and Its Theoretical Computations[J];岩土工程学报;1989-06
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