Constitutive Behaviour

	Effects of Loading Directions and Pre-Shearing on the Behaviour of Sand in Drianed Monotonic Shear L. T. Yang, Q. Xiao, D. Wanatowski, H. S. Yu and X. Li
	Simulating the Stress and Strain Behavior of Loess VIA SCC Model M. D. Liu, J. Liu, S. Horpibulsuk and W. Huang
	Investigation of Failure Criterion and Plastic Potential of Bangkok Clay in -Plane by Torsional Shear Hollow Cylinder Apparatus S. Yimsiri and W. Ratananikom
	Effect of Temperature Change on Shear Modulus of Kaolin Clay in the Secondary Compression Stage E. E. Mon, S. Hamamoto, K. Kawamoto, M. Oda and T. Komatsu
	Instability Behaviour of Sand with Different Types of Fines M. M. Rahman, M. A. L. Baki and S. R. Lo
	Undrained Pore Pressure Response of Sand Under Different Modes of Cyclic Loading H. W. Xiao, S. H. Goh, F. H. Lee, A. Sarma and C. H. Lee
	Normalized Behavior of Khulna Soil Ehsani Khatun, MD. Abul Bashar and SK. Belal Hossen