Results 41 to 50 of about 398,960 (189)
Large-Scale Direct Shear Test on Tire Slice Reinforced Crushed Concrete Particles
Advances in Materials Science and Engineering, 2020 In order to study the mechanical properties of tire slices reinforced crushed concrete particles, a series of shear tests were carried out under the conditions of different vertical loads, different tire volume contents, and different shear rates.
Qiang Ma +4 more
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INNOVATIVE EXPERIMENTAL TESTING PROGRAM OF DIRECT SHEAR TEST IN SOIL MECHANICS [PDF]
European Journal of Materials Science and EngineeringThe research work aims at analyzing for the first time the data set obtained on cohesive soil samples following the publication of the Romanian Invention Patent RO 134239.
Zakaria OWUSU-YEBOAH +4 more
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International Journal of Applied Mechanics and Engineering, 2023 The sliding failures commonly occur in interbedded formations along the weakness plane of the bedding plane a sedimentary rock or the joint interface. Therefore, studying the shear strength characteristics at the bedding plane or interface is crucial for
Hasan Ali Abbas +5 more
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Comparison of residual shear strength determined by different methods [PDF]
, 2013 The shear stress of stiff or dense soils increases with the displacement and reaches itsmaximum value, and then shear stress decreases and remains a constant value.
Aysegul Bayin +3 more
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Experimental studies on the shear resistance of original coal-shale joint [PDF]
, 2017 Purpose. Experimental study and theoretical modeling of the shear resistance of original coal-shale joint. Methods. A two-segment model was developed to describe the shear resistance-shear displacement curves obtained from the direct shear tests of ...
Dong, H, Guo, B, Wang, L
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Shear Slip Instability Behavior of Rock Fractures under Prepeak Tiered Cyclic Shear Loading
Advances in Civil Engineering, 2020 In this paper, shear displacement properties of rock fractures were studied, and the energy evolution process was analyzed before sliding instability under complex shear loading paths. The artificial prefabrication method was used to simulate the natural
Minglei Zhai, Haibo Bai, Luyuan Wu
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Large-scale dynamos in rigidly rotating turbulent convection [PDF]
, 2009 The existence of large-scale dynamos in rigidly rotating turbulent convection without shear is studied using three-dimensional numerical simulations of penetrative rotating compressible convection.
Brandenburg, A. +2 more
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Comparative study of stress-strain characteristic of peat soil [PDF]
, 2014 This paper shows the stress-strain behavior of peat from the perspective of geotechnical engineering based on laboratory test. Stress happens when a load applied to a certain specimen and deformed the specimen while strain is the response from applied ...
Mansor, S. H., Zainorabidin, Adnan
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Mohr-Coulomb Failure Condition and the Direct Shear Test Revisited
Acta Polytechnica, 2004 An alternative critical plane orientation is proposed in the Mohr-Coulomb failure criterion for soils with an extreme property. Parameter identification from the direct shear test is extended to incude the lateral normal stress.
P. Řeřicha
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Experimental Investigation of Granular Soil and Clay Interfaces with Direct Shear Tests
GeotechnicsThis study experimentally investigates the shear strength behavior of interfaces formed between granular soils and clay under drained conditions, with particular emphasis on peak-to-residual strength evolution.
Sevki Ozturk, Mehmet Ufuk Ergun
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