Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus

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Abstract:

Normal triaxial apparatus is suited to the loading stress path test, some stress path triaxial apparatus can be used to unload radial load smaller than the axial load, but it is difficult to unload axial load smaller than the radial load or even unload the axial load to zero. Using the iso-diameter headgear, different axial-radial unload ratio tests were done on the GDS triaxial apparatus, and the axial load was unloaded smaller than the radial load. During the test, it was found there are some deficiencies in the GDSLAB system. The results conformed to the characteristics of unloading test, which well verified the correctness of the test method and test results.

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407-411

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Guobin LIU. Experimental study on unloading deformation properties of soft soil[D]. Shanghai: Tongji University, 1993. In Chinese.

Google Scholar

[2] Shixiu HE, Gaosheng HAN, Xinshan ZHUANG et al. Experimental researches on unloading deformation of clay in excavation of foundation pit[J]. Rock and Soil Mechanics, 2003, 24(1): 17–20. In Chinese.

Google Scholar

[3] Deshun YIN, Baotian WANG, Yuntao WANG. Tangent elastic modulus of Duncan-Chang model for different stress paths[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1380-1385. In Chinese.

Google Scholar

[4] Gang ZHENG, Zhixiong YAN, Huayang LEI et al. Experimental studies on unloading deformation properties of silty clay of first marine layer in Tianjin urban area[J]. Rock and Soil Mechanics, 2008, 29(5): 1237-1242. In Chinese.

Google Scholar

[5] Syed Abdu Mfiz,Mohd Raihan Taha. Triaxial Tests and Model Performance of stress-strain for decomposed Granite[J]. Journal of Geotechnical and Geoenviromental Engineering, 2004, 130(6): 621-629.

DOI: 10.1061/40744(154)173

Google Scholar

[6] Yinsheng Chang. Experimental Study and analysis of stress path for cohesive soil[D]. Nanjing: Nanjing University of Technology, 2005. In Chinese.

Google Scholar

[7] Yong LAI, Jianyong SHI, Guohui LEI Experimental study on constitutive model of sandy soil with consideration of stress path at small strain[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 745-749. In Chinese.

Google Scholar

[8] Jinmin ZAI, Yunjun ZHANG, Xudong WANG et al. Experimental research on deformation and strength of cohesive soil under lateral extension[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1409-1412. In Chinese.

Google Scholar

[9] Yuemei WANG, Yanping WU, Jun WANG. The mechanical properties of soft soil under unloading condition in the underground space excavation[J]. Railway Engineering, 2011, 12: 63-65. In Chinese.

Google Scholar