Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only. This article has been cited by:
1.Kampanart Sukmak, Patimapon Sukmak, Suksun Horpibulsuk, Avirut Chinkulkijniwat, Arul Arulrajah, Shui-Long Shen.2016. Pullout resistance of bearing reinforcement embedded in marginal lateritic soil at molding water contents. Geotextiles andGeomembranes 44, 475-483. [CrossRef]
2.Buddhima Indraratna, Wuditha Premadasa, Edwin T. Brown, Antonio Gens, Ana Heitor. 2014. Shear strength of rock jointsinfluenced by compacted infill. International Journal of Rock Mechanics and Mining Sciences 70, 296-307. [CrossRef]
3.Bao-Ping Wen, Ya-Jing Yan. 2014. Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China.Engineering Geology 168, 46-58. [CrossRef]
4.A. Hamidi, G. Habibagahi, M. Ajdari. 2013. A Modified Osmotic Direct Shear Apparatus for Testing Unsaturated Soils.Geotechnical Testing Journal 36, 20120092. [CrossRef]5.References 8-909. [CrossRef]
6.F. Q. Bai, S. H. Liu. 2012. Measurement of the Shear Strength of an Expansive Soil by Combining a Filter Paper Method andDirect Shear Tests. Geotechnical Testing Journal 35, 103342. [CrossRef]
7.Shada H. Krishnapillai, Nadarajah Ravichandran. 2012. New Soil-Water Characteristic Curve and Its Performance in the Finite-Element Simulation of Unsaturated Soils. International Journal of Geomechanics 12, 209. [CrossRef]
8.KimWan Soo, BordenRoy H.. 2011. Influence of soil type and stress state on predicting shear strength of unsaturated soils usingthe soil-water characteristic curve. Canadian Geotechnical Journal 48:12, 1886-1900. [Abstract] [Full Text] [PDF] [PDF Plus]9.Ho-Sung Shin. 2011. Constitutive Model for Unsaturated Soils Based on the Effective Stress. Journal of the Korean GeotechnicalSociety 27, 55-69. [CrossRef]
10.Tariq B.HamidT.B. Hamid, Gerald A.MillerG.A. Miller. 2009. Shear strength of unsaturated soil interfaces. CanadianGeotechnical Journal 46:5, 595-606. [Abstract] [Full Text] [PDF] [PDF Plus]
11.Sandra L. Houston, Natalia Perez-Garcia, William N. Houston. 2008. Shear Strength and Shear-Induced Volume Change Behaviorof Unsaturated Soils from a Triaxial Test Program. Journal of Geotechnical and Geoenvironmental Engineering 134, 1619-1632.[CrossRef]
12.C. Kayadelen. 2008. Estimation of effective stress parameter of unsaturated soils by using artificial neural networks. InternationalJournal for Numerical and Analytical Methods in Geomechanics 32:10.1002/nag.v32:9, 1087-1106. [CrossRef]
13.C. Kayadelen. 2008. The consolidation characteristics of an unsaturated compacted soil. Environmental Geology 54, 325-334.[CrossRef]
14.C. Kayadelen, M. A. Tekinsoy, T. Taşkıran. 2007. Influence of matric suction on shear strength behavior of a residual clayey soil.Environmental Geology 53, 1-901. [CrossRef]
15.L. D. Suits, T. C. Sheahan, GA Miller, TB Hamid. 2007. Interface Direct Shear Testing of Unsaturated Soil. Geotechnical TestingJournal 30, 13301. [CrossRef]
16.Eduardo Bilotta, Leonardo Cascini, Vito Foresta, Giuseppe Sorbinow. 2005. Geotechnical characterisation of pyroclastic soilsinvolved in huge flowslides. Geotechnical and Geological Engineering 23, 365-402. [CrossRef]
17.M.A. Tekinsoy, C. Kayadelen, M.S. Keskin, M. Söylemez. 2004. An equation for predicting shear strength envelope with respectto matric suction. Computers and Geotechnics 31, 5-593. [CrossRef]
18.Y. F. Xu. 2004. Fractal Approach to Unsaturated Shear Strength. Journal of Geotechnical and Geoenvironmental Engineering 130,2-273. [CrossRef]
19.L David Suits, TC Sheahan, DW Rassam, F Cook. 2002. Predicting the Shear Strength Envelope of Unsaturated Soils.Geotechnical Testing Journal 25, 215. [CrossRef]
20.Daud W Rassam, David J Williams. 1999. A relationship describing the shear strength of unsaturated soils. Canadian GeotechnicalJournal 36:2, 363-368. [Abstract] [PDF] [PDF Plus]
21.Daud W. Rassam, David J. Williams. 1999. Engineering properties of gold tailings. International Journal of Surface Mining,Reclamation and Environment 13, 91-96. [CrossRef]
Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Shanghai University on 06/28/16For personal use only.
