New method of studying collapsibility of loess

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 30, Issue 4, 2008, Pages 524-528

  Zhu, Yuan Qing ^a   Chen, Zheng Han ^a  

^a ARMY ENGINEERING UNIVERSITY OF PLA   (China)

Author keywords

Controlled suction; Double triaxial collapsible test; Pressure volume controlled equipment; Single triaxial collapsible test; Triaxial apparatus for collapsible soils

Indexed keywords

DEFORMATION; GEOTECHNICAL ENGINEERING; WETTING;

COLLAPSIBLE SOILS; CONTROLLED SUCTION; DOUBLE TRIAXIAL COLLAPSIBLE TEST; PRESSURE/VOLUME CONTROLLED EQUIPMENT; SINGLE TRIAXIAL COLLAPSIBLE TEST; TRIAXIAL APPARATUS;

SOILS;

EID: 44449099743     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. BARDEN L, MADEDOR A O, SIDES G R. Volume change characteristics of unsaturated clay[J]. J Soil Mech Found Div, 1969, 95(SM1): 33-52.
2. LI Zhang-mi. Compression and collapse of compacted unsaturated loess[C]//Sino-Canada Symposium on Unsaturated Soils. 1994: 220-227. (in Chinese)
3. FUTAI M M, ALMEIDA M S, CONCIANI W. Experimental and theoretical evaluation of maximum collapse[C]//11th Panamerican Conf Soil Mech Geotech Eng, ISSMGE, Brazil, 1999: 8-12: 267-274.
4. HABIBAGAHI G, MOKHBERI M. A hyperbolic model for volume change behavior of collapsible soils[J]. Can Geotech J, 1998, 35: 264-272.
5. BAREERA M, ROMERO E, LLORET A, et al. Collapse tests on isotropic and anisotropic compacted soils[C]//Proc of an Int Workshop on Unsaturated Soils, Trento, 2000: 33-46.
6. BRAEERA M, ROMERO E, LLORET A, VAUNAT J. Hydro-mechanical behaviour of a clayer silt during controlled-suction shearing[C]//Proc of 3rd Int Conf on Unsaturated Soils, 2002: 485-490.
7. HUANG S, FREDLUND D G, BARBOUR S L. Measurement of the coefficient of permeability for a deformable unsaturated soil using a triaxial permeameter[J]. Can Geotech J, 1998, 35: 426-432.
8. PEREIRA J H F, FREDLUND D G. Volume change behavior of collapsible compacted gneiss soil[J]. J Geotech Geoenviron Eng, 2000, 126(10): 907-916.
9. KATO S, KAWAI K. Deformation characteristics of a compacted clay in collapse under isotropic and triaxial stress state[J]. Soils and Foundations, 2000, 40(5): 75-90.
10. MEILANI I, RAHARDJO H, LEONG E. Pore-water pressure and water volume of an unsaturated soil under infiltration conditions[J]. Can Geotech J, 2005, 42: 1509-1531.
11. LIU Feng-yin, XIE Ding-yi, YU Mao-hong. A new type of triaxial apparatus with gamma rays for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 548-551. (in Chinese)
12. CHEN Zheng-han, XIE Yun, SUN Shu-guo, et al. Temperature controlled triaxial apparatus for soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 928-933. (in Chinese)
13. CHEN Zheng-han, LU Zai-hua, PU Yi-bin. The matching of computerized tomography with triaxial test apparatus for unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 387-392. (in Chinese)