Results 11 to 20 of about 139,831 (252)
The June 17, 2019, MS 6.0 Changning earthquake is the largest recorded event in the Sichuan basin, spatiotemporal variations of stress field may shed light on the seismogenic mechanism of the earthquake. We determined the focal mechanism solutions (FMSs)
Zhiwei Zhang +5 more
doaj +1 more source
In order to further explore the effect of pre-aging treatment on large-scale alloys, a pre-aging extruded Mg-9.32Gd-4.02Y-2.16Zn-0.48Zr (wt.%) alloy with large extrusion ratio (ER = 19.5) and extrusion temperature of 450 °C in large-scale (Φ308 mm × 800 ...
Zixuan Wang +7 more
doaj +1 more source
Incremental response of granular materials: DEM results [PDF]
We systematically investigate the incremental response of various equilibrium states of dense 2D model granular materials, along the biaxial compression path (\sigma 11 < \sigma 22, \sigma 12 = 0). Stress increments are applied in arbitrary directions in
Froiio, Francesco, Roux, Jean-Noël
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Strength criterion of cross-anisotropic Q3 loess
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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Estimate of differential stress in the upper crust from variations in topography and strike along the San Andreas fault [PDF]
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
core +3 more sources
Development and application of pneumatic hollow cylinder apparatus with four-direction dynamic loads
Only the torque can be dynamically controlled in the traditional hollow cylinder apparatus, and the dynamic shear tests can be carried out. The existing hollow cylinder apparatus is modified to have the four-direction vibration capability, including ...
LIN Nan , YE Guan-lin , WANG Jian-hua
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Incremental response of a model granular material by stress probing with DEM simulations [PDF]
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
core +3 more sources
Design of three-dimensional true earth pressure sensor and calculation of stress parameters
The stress state is the basis for evaluating the deformation and strength of soil. The maximum principal stress and its direction are the important basis for determining the generation and development process of sliding surface of slopes, foundation pits
CHEN Zhi-xiang 1, 2, SHAO Long-tan 1, 2, LI Shun-qun 3, GUO Xiao-xia 1, 2, TIAN Xiao-jian 1, 2
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For the deep-buried shield tunnels in dry cohesionless soils, it is critical to determine the support pressure acting on the tunnel face due to the significant soil arching effects.
ZHANG Yu 1, 2, TAO Lianjin 2, LIU Jun 1, ZHAO Xu 2, GUO Fei 3, BIAN Jin 4
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Stress field and spin axis relaxation for inelastic triaxial ellipsoids [PDF]
A compact formula for the stress tensor inside a self-gravitating, triaxial ellipsoid in an arbitrary rotation state is given. It contains no singularity in the incompressible medium limit.
A. Rożek +38 more
core +2 more sources

