Constitutive modelling approach for evaluating the triggering of flow slides
Giuseppe Buscarnera, Andrew J. Whittle
499-511
Integrating finite element and load-transfer analyses in modelling the effects of dewatering on pile settlement behaviour
Joshua R. Omer
512-521
Modeling parameters of structured clays as a multivariate normal distribution
Jianye Ching, Kok-Kwang Phoon
522-545
Prediction and follow-up of failure and fallouts in footwall drifts in the Kiirunavaara mine
C. Edelbro, J. Sjöberg, L. Malmgren, C. Dahnér-Lindqvist
546-559
Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles
M.M. El Sharnouby, M.H. El Naggar
560-573
Three-dimensional strength-reduction finite element analysis of slopes: geometric effects
T.-K. Nian, R.-Q. Huang, S.-S. Wan, G.-Q. Chen
574-588
Observations from the large, rapid Yigong rock slide – debris avalanche, southeast Tibet
Qiang Xu, Yanjun Shang, Theo van Asch, Shitian Wang, Zhuoyuan Zhang, Xiujun Dong
589-606
Hydraulic conductivity of saturated granular soils determined using a constriction-based technique
Buddhima Indraratna, Vo Trong Nguyen, Cholachat Rujikiatkamjorn
607-613
Discussion of “Critical assessment of pile modulus determination methods”
Bengt H. Fellenius
614-621
Reply to the discussion by Fellenius on “Critical assessment of pile modulus determination methods”
Carlos Lam, Stephan A. Jefferis
622-629
Corrigendum: Critical assessment of pile modulus determination methods
Carlos Lam, Stephan A. Jefferis
630-
Corrigendum: Strength mobilization in clays and silts
P.J. Vardanega, M.D. Bolton
631-