Results 61 to 70 of about 31,107 (246)

Characterization of Asphalt Treated Base Course Material [PDF]

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

Comparison of Mechanical Properties ofFiber-Reinforced Sand under Triaxial Compressionand Direct Shear

Open Geosciences, 2015
This research investigates the behavior of sandreinforced with polypropylene fiber. To do this, 40 directshear tests and 40 triaxial tests were performed on thecoastal beaches of Babolsar, a city in the North of Iran.
Noorzad Reza, Zarinkolaei Seyed Taher Ghoreyshi   +1 more
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
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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

Undrained Cyclic Response and Resistance of Saturated Calcareous Sand considering Initial Static Shear Effect

Geofluids, 2021
Sand elements in the natural or manmade field have often undergone initial static shear stresses before suffering cyclic loading. To explore the effect of static shear stress, a series of undrained cyclic triaxial tests were performed on dense and loose ...
Baojian Li, Panpan Guo, Gaoyun Zhou, Zhe Wang, Gang Lei, Xiaonan Gong   +5 more
doaj   +1 more source

The Drained Strength of Bentonite Enhanced Sand [PDF]

, 1999
INTRODUCTION Barriers with a low hydraulic conductivity are used as part of waste containment systems to prevent groundwater contamination by liquids from the waste.
Cousens, T.W., Mollins, L.H., Stewart, D.I.   +2 more
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