Results 21 to 30 of about 150,279 (290)
International Journal of Geo-Engineering, 2023 Understanding the mechanism of excess pore water pressure generation in subgrades is essential for not only designing but also further maintenance purposes.
T. Do, J. Laue, H. Mattsson, Q. Jia
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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
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Dilatancy relation for overconsolidated clay [PDF]
, 2017 A distinct feature of overconsolidated (OC) clays is that their dilatancy behavior is dependent on the degree of overconsolidation. Typically, a heavily OC clay shows volume expansion, whereas a lightly OC clay exhibits volume contraction when subjected ...
Gao, Zhiwei, Yin, Zhen-Yu, Zhao, Jidong
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Acta Geotechnica, 2023 The present research focuses on developing alternate sustainable base materials for a high-speed slab track. In this study, a series of monotonic triaxial, cyclic triaxial and permeability tests were conducted on four types of materials, viz.
M. A. Farooq, Sanjay Nimbalkar
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Evaluation and Comparison of two Frequently Used Cyclic Constitutive Models for Sandy Soils [PDF]
مدلسازی پیشرفته در مهندسی عمرانSelection of an appropriate soil constitutive model for advanced numerical analyses requires thorough understanding of behavior of constitutive models. Here, SANISAND and HS-SMALL models which are advanced widely available soil models for cyclic behavior
Hossein Javaheri Koupaei, Samad Choobi
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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
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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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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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