Results 51 to 60 of about 226,215 (241)

Triaxial Compression Performance Research of Steel Slag Concrete on the Unified Strength Theory

Applied Sciences, 2020
To better explore the mechanical properties of steel slag concrete (SSC) under triaxial compression, true triaxial tests were performed on SSC with three replacement ratios (30%, 70%, 100%) by a servo-controlled setup (TAWZ-5000/3000).
Zhiheng Deng, Jingkai Zhou, Beiquan Chen, Xiaoyan Wen, Bing Liu   +4 more
doaj   +1 more source

Instability of Compacted Residual Soil

Geosciences, 2021
Static liquefaction of loose sands has been observed to initiate at stress ratios far less than the steady-state stress ratio. Different collapse surface concepts largely based on undrained triaxial test results have been proposed in the literature to ...
Sainulabdeen Mohamed Junaideen, Leslie George Tham, Chack Fan Lee   +2 more
doaj   +1 more source

Characterization of Asphalt Treated Base Course Material [PDF]

, 2010
INE/AUTC 11 ...
Li, Peng, Liu, Juanyu
core  

Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories

Buildings
Due to the long-term deformation settlement of foundations, issues such as damage and functional failure of buildings and structures have long been a concern in the engineering field.
Bin Xiao, Peijiao Zhou, Shuchong Wu
doaj   +1 more source

Effects of granular shape on shear modulus and damping ratio of gravel

Earth Sciences Research Journal, 2019
The effects of the consolidation ratio, effective confining pressure, gravel content, and granule breakage on the shear modulus and damping ratio of gravel have been extensively researched in recent years.
Kai Cui, Hang Sheng
doaj   +1 more source

Discrete modelling of capillary mechanisms in multi-phase granular media [PDF]

, 2009
A numerical study of multi-phase granular materials based upon micro-mechanical modelling is proposed. Discrete element simulations are used to investigate capillary induced effects on the friction properties of a granular assembly in the pendular regime.
Chareyre, B., Darve, F., Nicot, Frédéric, Scholtes, L.   +3 more
core   +4 more sources

Anisotropically Consolidated Undrained Compression Test on Residual Soil

E3S Web of Conferences, 2018
In Malaysia, the shear strength and corresponding deformation characteristics of residual soils are normally investigated by isotropically consolidated undrained (CIU) triaxial test.
Lim Jun Xian, Chong Siaw Yah, Tanaka Yasuo, Lee Min Lee   +3 more
doaj   +1 more source

Cyclic Loading and Fabric Evolution in Sand: A Constitutive Investigation [PDF]

, 2015
An anisotropic plasticity model is proposed to describe the effect of fabric and fabric evolution on the cyclic behaviour of sand within the framework of anisotropic critical state theory.
Gao, Zhiwei, Zhao, Jidong
core  

Comparative Study on Torsional Shear and Triaxial Test of Asphalt Mixtures

Advances in Civil Engineering, 2019
In order to verify the reliability and effectiveness of the torsional shear test method, a comparative study of the torsional test under normal stress conditions and triaxial test was carried out with two different asphalt types (unmodified asphalt and ...
Jun Xie, Yifan Wang
doaj   +1 more source

Yield conditions for deformation of amorphous polymer glasses

, 2001
Shear yielding of glassy polymers is usually described in terms of the pressure-dependent Tresca or von Mises yield criteria. We test these criteria against molecular dynamics simulations of deformation in amorphous polymer glasses under triaxial loading
A.L. Demirel, A.S. Argon, C. Bennemann, C. Chui, G. Grüner, G. He, G. He, I.M. Ward, J. Krim, J.C. Bauwens, Jörg Rottler, K. Kremer, L. Yang, M. Pütz, M.H. Müser, M.L. Gee, M.O. Robbins, Mark O. Robbins, P.B. Bowden, P.G. de Gennes, R. Faller, R. Quinson, R. Raghava, R.A. Bubeck, T.H. Courtney, W. Whitney, W.G. Hoover   +26 more
core   +1 more source