Results 201 to 210 of about 6,742 (247)

Microstructure-informed constitutive modeling of granular media under multidirectional loading: From particle-scale to continuum. [PDF]

Commun Eng
Irani N, Golestaneh P, Salimi M, Tafili M, Park Y, Lederer J.   +5 more
europepmc   +1 more source

Influence of Surface Roughness on the Mechanical Behavior of Granular Material Under Triaxial Shear: A DEM Study. [PDF]

Materials (Basel)
Tang Y, Liu F, Miao M, Yin Y.
europepmc   +1 more source

Study on physico-mechanical properties and damage constitutive model of sandstone-like materials. [PDF]

Sci Rep
Zhang S, Qiao W, Song W, Wang M, Wang H, Wu Y.   +5 more
europepmc   +1 more source

Failure characteristics of unloading red shale with different bedding angles based on the particle discrete element. [PDF]

Sci Rep
Mao C, Ma Z, Sun C, Zhu Y, Wang H, Bao Y.   +5 more
europepmc   +1 more source

Strength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests

Geotechnical Testing Journal, 2007
Abstract Limited tests had indicated peak drained values of angle of internal friction Φ of gravelly sands measured in the cylindrical wedge shear test (cylwest) to be relatively closer to the Φ expected from plane strain tests than from triaxial tests.
T Mirata, Y Erzin
core   +3 more sources

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Triaxial shear testing of polished slickensided surfaces

Landslides, 2011
A series of consolidated-drained triaxial tests were performed on precut and polished clay specimens to measure their drained residual strength. Two soils were tested during this research program: Rancho Solano Clay and San Francisco Bay Mud. Specimens were tested using a specially modified triaxial compression device which was developed to minimize ...
Christopher L Meehan, Binod Tiwari, Thomas L Brandon   +2 more
exaly   +2 more sources

Analysis of Shear Banding in True Triaxial Tests on Sand

Journal of Engineering Mechanics, 2001
A series of true triaxial tests have been performed on rectangular prismatic specimens of Santa Monica Beach sand at three different relative densities to study the occurrence of failure, mechanism...
Lade, Poul V., Wang, Q.
openaire   +4 more sources

Modified Triaxial Apparatus for Shearing-Infiltration Test

Geotechnical Testing Journal, 2001
Abstract A triaxial apparatus was modified and developed for performing shearing-infiltration tests under saturated and unsaturated conditions. Miniature pore-water pressure transducers were installed at different heights of the soil specimen for pore-water pressure measurement.
Rahardjo, Harianto, Leong, Eng Choon, Wong, J. C., Toll, David G.   +3 more
openaire   +2 more sources

Behavior of an MBT waste in monotonic triaxial shear tests

Waste Management, 2013
Legislation in some parts of the world now requires municipal solid waste (MSW) to be processed prior to landfilling to reduce its biodegradability and hence its polluting potential through leachate and fugitive emission of greenhouse gases. This pre-processing may be achieved through what is generically termed mechanical-biological-treatment (MBT ...
Bhandari, A.R., Powrie, W.
openaire   +3 more sources

Stress-strain States Differences in Specimens during Triaxial Compression and Direct Shear Tests [PDF]

Procedia Engineering, 2017
This article compares the soil strength parameters obtained from data of triaxial compression and direct shear tests, both with dense samples of fine sand.
Jurgis Medzvieckas, Neringa Dirgėlienė, Sarunas Skuodis   +2 more
exaly   +2 more sources