Related references
Note: Only part of the references are listed.Failure mechanisms of sand under asymmetrical cyclic loading conditions: experimental observation and constitutive modelling
K. Pan et al.
GEOTECHNIQUE (2022)
Shear strength and shear bands of anisotropic sand
Tong Dong et al.
ACTA GEOTECHNICA (2022)
Shear Behaviour of Aeolian Sand with Different Density and Confining Pressure
Xuefeng Li et al.
APPLIED SCIENCES-BASEL (2022)
Role of elastic upper limit in shakedown study for granular soils
Pingxin Xia et al.
TRANSPORTATION GEOTECHNICS (2022)
Three-dimensional cyclic behavior of saturated clays: comparison between undrained and partly drained conditions
Yanlin Zhang et al.
CANADIAN GEOTECHNICAL JOURNAL (2021)
Experimental Study on Mechanical Behavior of Lean Cemented Sand and Gravel Material in Unloading and Reloading Paths
Jie Yang et al.
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING (2021)
Comparative study on cyclic behavior of marine calcareous sand and terrigenous siliceous sand for transportation infrastructure applications
Zhi Ding et al.
CONSTRUCTION AND BUILDING MATERIALS (2021)
Experimental investigation on liquefaction and post-liquefaction deformation of stratified saturated sand under cyclic loading
Zhanguo Xiu et al.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2020)
Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading
Zhizhen Xu et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2020)
A pore water pressure model calibration based on in-situ test results
Anna Chiaradonna et al.
SOILS AND FOUNDATIONS (2020)
Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect
K. Pan et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2020)
Prediction of the initial point of the last cycle in undrained cyclic triaxial tests on flow liquefaction
Bin Ye et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)
The role of clay content on the response of railway track foundations during free-to-drain cyclic changes in principal stress rotation
Anna Mamou et al.
TRANSPORTATION GEOTECHNICS (2019)
Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history
K. Pan et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)
Behaviour of saturated railway track foundation materials during undrained cyclic loading
Anna Mamou et al.
CANADIAN GEOTECHNICAL JOURNAL (2018)
Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions
Lin Guo et al.
CANADIAN GEOTECHNICAL JOURNAL (2018)
Development and Application of a Large-Scale Static and Dynamic True Triaxial Apparatus for Gravel
Yuan Wang et al.
INTERNATIONAL JOURNAL OF GEOMECHANICS (2018)
The effects of drainage on the behaviour of railway track foundation materials during cyclic loading
A. Mamou et al.
GEOTECHNIQUE (2017)
Moisture influence on the resilient deformation behaviour of unbound granular materials
Mohammad Shafiqur Rahman et al.
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING (2016)
Particle size effects in granular soils under true triaxial conditions
Y. Xiao et al.
GEOTECHNIQUE (2014)
Undrained cyclic resistance of undisturbed gravelly soils
A. Flora et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2012)
Effect of static shear stress on the cyclic resistance of sands in simple shear loading
Siva Sivathayalan et al.
CANADIAN GEOTECHNICAL JOURNAL (2011)
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
J. Yang et al.
GEOTECHNIQUE (2011)
Cyclic Strength of Sand under Sustained Shear Stress
J. Yang et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2011)
Strength and deformation behaviour of coarse-grained soil by true triaxial tests
Shi Wei-cheng et al.
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY (2010)
Pore pressure generation models for sands and silty soils subjected to cyclic loading
Carmine P. Polito et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2008)
Stress changes in the ground below ballasted railway track during train passage
W. Powrie et al.
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT (2007)
Analysis of the failure mode and softening behaviour of sands in true triaxial tests
Wenxiong Huang et al.
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2007)
Pavement design model for unbound granular materials
S Werkmeister et al.
JOURNAL OF TRANSPORTATION ENGINEERING (2004)
Local boundary surfaces of a loose sand dependent on consolidation path
S Shibuya et al.
SOILS AND FOUNDATIONS (2003)
Influence of generalized initial state and principal stress rotation on the undrained response of sands
S Sivathayalan et al.
CANADIAN GEOTECHNICAL JOURNAL (2002)