Results 251 to 260 of about 235,469 (330)
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On Comparing Simple Shear and Triaxial Test Results
Journal of Geotechnical Engineering, 1984It is indisputable that nonuniformities of stresses and strains exist in soils tested not only in the simple shear apparatus (SSA) but in the triaxial apparatus as well. These nonuniformities alone cannot explain the differences observed from the results of soils tests in the SSA and the triaxial apparatus.
M. Budhu
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Heterogeneous Fracture Slip and Aseismic‐Seismic Transition in a Triaxial Injection Test
Geophysical Research Letters, 2020Fault/fracture slip and seismicity caused by fluid injection are of major interest to subsurface science and engineering. However, some fundamental aspects of the temporal and spatial evolutions of induced seismicity remain unresolved.
Z. Ye, A. Ghassemi
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, 2020
This paper describes the use of the bender element (BE) shear wave measurement technology for quantifying the effectiveness of geogrid stabilization of unbound aggregate materials with improved mechanical properties from repeated load triaxial testing ...
Mingu Kang +4 more
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This paper describes the use of the bender element (BE) shear wave measurement technology for quantifying the effectiveness of geogrid stabilization of unbound aggregate materials with improved mechanical properties from repeated load triaxial testing ...
Mingu Kang +4 more
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Strength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests
Geotechnical Testing Journal, 2007Abstract 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
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Sand Liquefaction in Triaxial and Simple Shear Tests
Journal of the Soil Mechanics and Foundations Division, 1971Data from cyclic loading simple shear and triaxial tests indicate that the important variable controlling the incidence of liquefaction in a given number of cycles in a saturated sand at a particular void ratio is the initial effective stress ratio; the ratio of the peak alternating shear stress to the initial effective mean normal stress.
W.D. Liam Finn +2 more
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Triaxial Shear Tests on Pervious Gravelly Soils
Journal of the Soil Mechanics and Foundations Division, 1956Tests to determine shear characteristics of free draining gravelly soils; relations between shear resistance and density, amount of gravel, gradation, maximum particle size, and particle shape; effect of testing speed on shear test data and effect of specimen size for any maximum particle size up to 3 in.
Wesley G. Holtz, Harold J. Gibbs
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Triaxial test behaviour of silty sands treated with agar biopolymer
International Journal of Geotechnical Engineering, 2019In the current research, the study of undrained behaviour of agar biopolymer treated natural silty sand obtained from Kalpetta, Kerala was done. An experimental investigation was carried out to study the undrained behaviour of silty sand and biopolymer ...
S. Smitha, K. Rangaswamy, D. S. Keerthi
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Geomechanics and Geoengineering, 2019
Knowledge of strength properties and deformational behaviour of soils under different loading conditions is necessary in the analysis of most of the geotechnical engineering problems.
A. Hanna, T. Ayadat
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Knowledge of strength properties and deformational behaviour of soils under different loading conditions is necessary in the analysis of most of the geotechnical engineering problems.
A. Hanna, T. Ayadat
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Behavior of an MBT waste in monotonic triaxial shear tests
Waste Management, 2013Legislation 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.
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Analysis of Shear Banding in True Triaxial Tests on Sand
Journal of Engineering Mechanics, 2001A 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.
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