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Frontiers of Structural and Civil Engineering

Front. Struct. Civ. Eng.    2009, Vol. 3 Issue (3) : 305-311
Research articles |
A new method of studying collapsibility of loess
Yuanqing ZHU 1, Zhenghan CHEN 2,
1.Institute of Engineering Research and Design of Guangzhou Military Area, Guangzhou 510515, China; 2.Logistical Engineering University, Chongqing 400041, China;
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Abstract A new triaxial testing system that could control suction in wetting-induced collapsible tests was successfully developed to study the suction effects on wetting-induced collapsible deformation. The pedestal of the triaxial cell was made up of two parts, and the equipment not only could control suction but also could make water accessible to soil. A pressure/volume-controlled equipment was combined with the triaxial system to measure the water volume absorbed by samples accurately and to add pressure on water to filtrate into the sample. The apparatus could measure volume change precisely and keep the deviator stress unvaried, as well as measure the volume of water filtrating into the samples exactly. A triaxial collapsible testing procedure was described using the new apparatus for undisturbed collapsible loess with controlled suction. Furthermore, a series of double triaxial collapsible tests were conducted under different suctions and the same net cell pressure, and tests under different net cell pressures and the same suction were also done. It was indicated that the collapsible deformation increased with the increasing suction, and the effect of the net cell pressure on collapsible deformation was remarkable. The new triaxial apparatus was a useful facility to study the collapsible behavior of loess.
Keywords triaxial apparatus for collapsible soils      controlled suction      pressure/volume controlled equipment      double triaxial collapsible test      single triaxial collapsible test      
Issue Date: 05 September 2009
 Cite this article:   
Yuanqing ZHU,Zhenghan CHEN. A new method of studying collapsibility of loess[J]. Front. Struct. Civ. Eng., 2009, 3(3): 305-311.
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Barden L, Madedor A O, Sides G R. Volume change characteristics of unsaturated clay. Journal of Soil Mechanic and Foundation Division, 1969, 95(SM1): 33–52
Li Zhangmi. Compression and collapse of compacted unsaturated loess. In: Proceedings of Sino-Canada Symposium on UnsaturatedSoils, Wuhan, Chinese Society of Civil Engineering, Division of SoilMechanics and Foundation Engineering. 1994, 220–227 (in Chinese)
Futai M M, Almeida M S, Conciani W. Experimental and theoretical evaluation of maximum collapse. In: Proceedings of the 11th Panamerican Conferenceof Soil Mechanic Geotechnical Engineering, ISSMGE, Brazil, 1999, Aug 8―12. 1999, 267–274
Habibagahi G, Mokhberi M. A hyperbolic model for volumechange behavior of collapsible soils. CanadianGeotechnical Journal, 1998, 35(2): 264–272

doi: 10.1139/cgj-35-2-264
Bareera M, Romero E, Lloret A, Gens A. Collapse testson isotropic and anisotropic compacted soils. In: Proceedings of An International Workshop on Unsaturated Soils,Trento. London: Taylor & Francis Group, 2000, 33–46
Bareera M, Romero E, Lloret A, Vaunat J. Hydro-mechanicalbehavior of a clayer silt during controlled-matric suction shearing. In: Proceedings of the 3rd International Conferenceon Unsaturated Soils. London: Taylor & Francis Group, 2002, 485–490
Huang S, Fredlund D G, Barbour S L. Measurement of the coefficient of permeability for adeformable unsaturated soil using a triaxial permeameter. Canadian Geotechnical Journal, 1998, 35(3): 426–432

doi: 10.1139/cgj-35-3-426
Pereira J H F, Fredlund D G. Volume change behavior ofcollapsible compacted gneiss soil. Journalof Geotechnical and Geoenvironmental Engineering, 2000, 126(10): 907–916

doi: 10.1061/(ASCE)1090-0241(2000)126:10(907)
Kato S, Kawai K. Deformation characteristicsof a compacted clay in collapse under isotropic and triaxial stressstate. Soils and Foundations, 2000, 40(5): 75–90
Meilani I, Rahardjo H, Leong E. Pore-water pressure and water volume of an unsaturatedsoil under infiltration conditions. CanadianGeotechnical Journal, 2005, 42(6): 1509–1531

doi: 10.1139/t05-066
Liu Fengyin, Xie Dingyi, Yu Maohong. A new type of triaxial apparatus with gamma rays forunsaturated soils. Chinese Journal of GeotechnicalEngineering, 2003, 25(5): 548–551 (in Chinese)
Chen Zhenghan, Xie Yun, Sun Shuguo, Fang Xiangwei, Li Gang. Temperature controlled triaxialapparatus for soils and its application. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 928–933 (in Chinese)
Chen Zhenghan, Lu Zaihua, Pu Yibin. The matching of computerized tomography with triaxialtest apparatus for unsaturated soil. ChineseJournal of Geotechnical Engineering, 2001, 23(4): 387–392 (in Chinese)
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