Results 21 to 30 of about 16,478 (248)
Sleeper end resistance of ballasted railway tracks [PDF]
, 2014 This paper describes model tests used to investigate how ballast shoulder width and height contribute to a railway sleeper’s resistance to lateral movement for a range of shoulder widths and heights.
Bhandari, A.R., Le Pen, L., Powrie, W.
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Behaviour of saturated sand under cyclic loading: Model approach with experimental validation [PDF]
E3S Web of ConferencesThis study presents a comparison between triaxial test results and constitutive model simulations for saturated sand subjected to a wide range of stress, relative density and both monotonic and cyclic loadings.
Velayudham Jotheeshwar +3 more
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Yantu gongcheng xuebao, 2023 The consolidated undrained triaxial shear tests and coupled axial-torsional cyclic shear tests are conducted using the marine fine-grained sand to study the correlation between the critical state parameter and the liquefaction characteristics based on ...
CAI Shixing , TANG Yi , GUAN Yunfei
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Stiffness of clays and silts: Modeling considerations [PDF]
, 2014 A large database has recently been published that details the development of new empirical expressions for the stiffness reduction with strain of clays and silts.
Bolton, Malcolm, Vardanega, Paul J
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An appraisal of end conditions in advanced monotonic and cyclic triaxial testing on a range of geomaterials [PDF]
E3S Web of Conferences, 2019 Compressing samples between rigid platens, as in triaxial testing, induce non-uniform specimen stress, strain and pore water distributions. Although well recognised historically, the effects of such platen restraints are often disregarded or overlooked ...
Vinck Ken +3 more
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Removal of the membrane penetration error during evaluation of triaxial data
Open Geomechanics, 2021 Most triaxial tests are fraught with substantial membrane penetration errors. A simple correction procedure for data obtained from various tests is proposed. In particular, a correction of the undrained cyclic stress paths is presented in detail.
Andrzej Niemunis, Lukas Knittel
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Indirect verification of suction in cyclic UCS tests of a chemically stabilized soil [PDF]
E3S Web of ConferencesThe present study aims to indirectly evaluate the occurrence of suction and its effects in laboratory tests of a chemically stabilized soft soil. To achieve these goals, a series of unconfined compressive strength (UCS) and triaxial tests were performed,
Martins Ligia A. +3 more
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Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Yantu gongcheng xuebaoUnder larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
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Journal of Rock Mechanics and Geotechnical Engineering, 2018 Estimation of strain-dependent dynamic soil properties, e.g. the shear modulus and damping ratio, along with the liquefaction potential parameters, is extremely important for the assessment and analysis of almost all geotechnical problems involving ...
Shiv Shankar Kumar +2 more
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Selected Scientific Papers: Journal of Civil Engineering, 2022 The estimation of deformations after a large number of cycles is a major concern of geotechnical engineers. This paper presents an explicit formulation of the accumulated cyclic volumetric strain.
Eddine Djessas Imed +2 more
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