Results 1 to 10 of about 421,581 (294)
Case Studies in Thermal EngineeringTriaxial compression tests were conducted on frozen sandy soils under a constant minimum principal stress (σ3 = 1.6 MPa) and various intermediate principal stresses (σ2 = 1.6, 3.4, 5.2, 7.0, 8.8, 9.8 MPa).
Kun Huang +6 more
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Advances in Civil Engineering, 2020 To study the mechanical properties of frozen soil, it is necessary to understand the damage characteristics of frozen soil. Four types of three-dimensional indoor tests of frozen sand were carried out at −5°C, −10°C, and −15°C to study the mechanical ...
Shilong Ma +3 more
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Failure in Confined Brazilian Tests on Sandstone
Applied Sciences, 2021 Strength of rocks in the confined tension region, where the minimum principal stress is tensile, has only infrequently been measured and is not well understood. Quasi-static confined Brazilian tests under a range of confining stresses (2.76 to 27.58 MPa)
Tyler Hagengruber +4 more
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Energy Exploration & Exploitation, 2021 During horizontal well staged fracturing, there is stress interference between multiple transverse fractures in the same perforation cluster. Theoretical analysis and numerical calculation methods are applied in this study.
Weiyong Lu, Changchun He
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Investigation on the effect of intermediate principal stress on shear behaviour of unsaturated soils [PDF]
E3S Web of ConferencesDirectional-dependent properties of the soil, like shear strength, stiffness and hydraulic conductivity, are known as anisotropy in soils. Shape and size of the soil particles and void distribution as microstructure characteristics and external factors ...
Jafarzadeh Fardin +2 more
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Stress and large-scale spatial structures in dense, driven granular flows
, 2005 We study the appearance of large-scale dynamical heterogeneities in a simplified model of a driven, dissipative granular system. Simulations of steady-state gravity-driven flows of inelastically colliding hard disks show the formation of large-scale ...
A. Meheboob +4 more
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Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]
, 2015 It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A. +2 more
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Mechanical characteristics of plane strain unloading conditions with different initial states
Yantu gongcheng xuebaoFor the plane strain unloading issues in loess engineering, the lateral unloading plain strain tests on the loess with various initial states (intact, remolded and saturated) under different confining pressures and water contents are carried out by using
ZHANG Yu 1, 2, ZHAO Yang 1, LIU Keji 1, YE Sheng 1, LIU Jin 1, 2, DING Xiao 1, ZHANG Meng 1, QU Yonglong 1
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The rheology of a suspension of nearly spherical particles subject to Brownian rotations [PDF]
, 1972 A set of constitutive equations, valid for arbitrary linear bulk flows, is derived for a dilute suspension of nearly spherical, rigid particles which are subject to rotary Brownian couples.
Hinch, E. J., Leal, L. G.
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Evaluation of the surface strength of glass plates shaped by hot slumping process
, 2014 The Hot Slumping Technology is under development by several research groups in the world for the realization of grazing-incidence segmented mirrors for X-ray astronomy, based on thin glass plates shaped over a mould at temperatures above the ...
Basso, S. +17 more
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