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Issue
January - Volume 66, Issue 1, Pages 1 - 94
February - Volume 66, Issue 2, Pages 95 - 172
March - Volume 66, Issue 3, Pages 173 - 273
April - Volume 66, Issue 4, Pages 275 - 350
May - Volume 66, Issue 5, Pages 351 - 444
June - Volume 66, Issue 6, Pages 445 - 522
July - Volume 66, Issue 7, Pages 523 - 616
August - Volume 66, Issue 8, Pages 617 - 693
September - Volume 66, Issue 9, Pages 695 - 788
October - Volume 66, Issue 10, Pages 789 - 864
November - Volume 66, Issue 11, Pages 865 - 958
December - Volume 66, Issue 12, Pages 959 - 1034
Volume 66, Issue 9
September 2016
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ISSN
0016-8505
EISSN
1751-7656
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A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation
A. Tengattini
;
A. Das
;
I. Einav
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for A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation
Effects of planting density on tree growth and induced soil suction
C. W. W. Ng
;
J. J. Ni
;
A. K. Leung
;
C. Zhou
;
Z. J. Wang
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for Effects of planting density on tree growth and induced soil suction
Exploring the micro-mechanics of triaxial instability in granular materials
J. C. Lopera Perez
;
C. Y. Kwok
;
C. O'Sullivan
;
X. Huang
;
K. J. Hanley
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for Exploring the micro-mechanics of triaxial instability in granular materials
Towards a simple design procedure for dynamically embedded plate anchors
C. D. O'Loughlin
;
A. P. Blake
;
C. Gaudin
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for Towards a simple design procedure for dynamically embedded plate anchors
Constitutive modelling of sand: a progressive calibration procedure accounting for intrinsic and stress-induced anisotropy
P. Tasiopoulou
;
N. Gerolymos
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for Constitutive modelling of sand: a progressive calibration procedure accounting for intrinsic and stress-induced anisotropy
Slaking and deformation behaviour
M. Kikumoto
;
A. D. Putra
;
T. Fukuda
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for Slaking and deformation behaviour
A semi-analytical solution for cylindrical cavity expansion in elastic–perfectly plastic soil under biaxial in situ stress field
H. Zhou
;
G. Kong
;
H. Liu
;
S. L. Chen
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for A semi-analytical solution for cylindrical cavity expansion in elastic–perfectly plastic soil under biaxial in situ stress field
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Impact of correlated ground parameters on predictive capabilities for deep excavations
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