Results 21 to 30 of about 16,681 (248)
A Comparison between Simple Shear and Triaxial Tests for Evaluating the Variations of G and D with Matric Suction [PDF]
E3S Web of Conferences, 2019 Shear modulus (G) and damping ratio (D) are both well known as principal soil dynamic parameters. In the present study, cyclic triaxial and simple shear tests are performed on Firuzkuh silica sand at various shear strain amplitudes using the developed ...
Fakharian Kazem +2 more
doaj +1 more source
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
doaj +1 more source
Long-Term Cyclic Triaxial Tests With Dem Simulations
PARTICLES 2017, V International Conference on Particle-based Methods – Fundamentals and Applications, 2017 The present paper presents the capability of Discrete Element Method (DEM) to simulate a long-term cyclic drained triaxial test (up to 100,000 cycles). The results regard the progressive accumulation of plastic strain as function of the number of particles and the initial particles rearrangement.
Zorzi, Gianluca +3 more
openaire +4 more sources
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
doaj +1 more source
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
doaj +1 more source
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
core +2 more sources
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
doaj +1 more source
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
doaj +1 more source
Acoustic characterization of crack damage evolution in sandstone deformed under conventional and true triaxial loading [PDF]
, 2017 We thank the Associate Editor, Michelle Cooke, and the reviewers, Ze'ev Reches and Yves Guéguen, for useful comments which helped to improve the manuscript. We thank J.G.
Browning, J. +5 more
core +2 more sources
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
doaj +1 more source