Deformation characteristics of saturated remolded loess under cyclic traffic loads
Yantu gongcheng xuebao, 2022 To study the deformation laws of saturated remolded loess under the rotation of principal stress axis, the cyclic triaxial tests and cyclic traffic load tests on the saturated remolded loess under drainage are carried out by using the hollow cylinder ...
WENG Xiao-lin 1, HU Ji-bo 1, JIA Yang 2, ZHOU Shang-qi 1
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Macro deformation and micro structure of 3D granular assemblies subjected to rotation of principal stress axes [PDF]
, 2016 This paper presents a numerical investigation on the behavior of three dimensional granular materials during continuous rotation of principal stress axes using the discrete element method.
C Thornton +37 more
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Principal Stress Rotation under Bidirectional Simple Shear Loadings [PDF]
KSCE Journal of Civil Engineering, 2018 Previous researches have indicated the non-coaxiality of sand in unidirectional simple shear tests, in which the direction of the principal axes of stresses does not coincide with the corresponding principal axes of strain rate tensors. Due to the limitation of apparatus that most of testing facilities can only add shear stress in one direction, the ...
Li, Y, Yang, Y, Yu, H-S, Roberts, G
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Estimate of differential stress in the upper crust from variations in topography and strike along the San Andreas fault [PDF]
, 2005 The major bends of the San Andreas fault in California are associated with significant variations in the along-fault topography. The topography-induced perturbations in the intermediate principal stress may result in the rotation of the fault with ...
Fialko, Yuri +2 more
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Experimental investigation on the deformation characteristics of granular materials under drained rotational shear [PDF]
, 2015 Rotational shear is the type of loading path where samples are subjected to cyclic rotation of principal stress directions while the magnitudes of principal stresses are maintained constant.
Li, X, Wanatowski, D, Yang, LT, Yu, HS
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Incremental response of a model granular material by stress probing with DEM simulations [PDF]
, 2009 International audienceWe use DEM simulations on a simple 2D model of a granular material to test for the applicability of elastoplasticity (yield criterion, flow rule) to the response to stress increments of arbitrary directions.
Froiio, Francesco, Roux, Jean-Noël
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Physical controls and depth of emplacement of igneous bodies: A review [PDF]
, 2011 International audienceThe formation and growth of magma bodies are now recognised as involvingthe amalgamation of successive, discrete pulses such as sills. Sills wouldthus represent the building blocks of larger plutons (sensu lato).
Menand, Thierry
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Full-field pulsed magneto-photoelasticity – Experimental Implementation [PDF]
, 2006 This paper contains a description of the experimental procedure employed when using a pulsed-magneto-polariscope (PMP) and some initial full-field through-thickness measurements of the stress distribution present in samples containing 3D stresses.
Aben H. K. +3 more
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Memory of the Unjamming Transition during Cyclic Tiltings of a Granular Pile [PDF]
, 2005 Discrete numerical simulations are performed to study the evolution of the micro-structure and the response of a granular packing during successive loading-unloading cycles, consisting of quasi-static rotations in the gravity field between opposite ...
A. Coniglio +18 more
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Strength criterion of cross-anisotropic Q3 loess
Yantu gongcheng xuebao, 2018 The structure of loess consisting of vertically extended cracks and horizontally deposited planes makes the cross-anisotropic strength behavior.
XU Ping 1, SHAO Sheng-jun 2, ZHANG Shuai 1
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