Results 191 to 200 of about 3,553 (221)
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Computers and Geotechnics, 1990
Abstract Constitutive laws for interface behaviour are needed for the finite element analysis of problems involving soil-structure interaction, such as for piles, anchors, sheet-piling, foundations subjected to inclined loadings. The aim of this paper, is the comparison of two such laws belonging to different theoretical frameworks.
M. Boulon, R. Nova
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Abstract Constitutive laws for interface behaviour are needed for the finite element analysis of problems involving soil-structure interaction, such as for piles, anchors, sheet-piling, foundations subjected to inclined loadings. The aim of this paper, is the comparison of two such laws belonging to different theoretical frameworks.
M. Boulon, R. Nova
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Geosynthetics International, 2008
This paper describes the interaction behaviour of soil/geogrid and soil/concrete interfaces of a reinforced soil-retaining wall system under monotonic and cyclic loading conditions. A sand-clay mixture was tested with geogrids, which were manufactured from polyester and polyvinyl alcohol, and with concrete mortar in a modified direct shear device.
Ling, Hoeing I. +2 more
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This paper describes the interaction behaviour of soil/geogrid and soil/concrete interfaces of a reinforced soil-retaining wall system under monotonic and cyclic loading conditions. A sand-clay mixture was tested with geogrids, which were manufactured from polyester and polyvinyl alcohol, and with concrete mortar in a modified direct shear device.
Ling, Hoeing I. +2 more
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Non-coaxiality behaviours and unified flow rule of soil–structure interfaces
GéotechniqueNon-coaxiality is one of the key characteristics of soil–structure interfaces that broadly occur in geotechnical engineering. A series of interface tests between gravel and a structure was performed to address and model the non-coaxiality behaviours of interfaces subjected to various three-dimensional (3D) loadings. Non-coaxiality of the interface was
Dakuo Feng, Jianmin Zhang
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A micromechanical investigation of soil-structure interface behaviour
2023A limiting factor in the drive to deliver performance-based design is the lack of knowledge regarding the constitutive behaviour of soil-structure interfaces, particularly in the case of cyclic loading. Attempts to model the behaviour of these interfaces have failed to consider the long-term effects of cyclic loading, in particular how both the soil ...
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2017
The shear strength of soil-structure interfaces is relevant to the stability of energy piles. The thermo-hydro-mechanical processes can have a strong effect on the behaviour of interfaces between unsaturated soils and piles. Temperature changes lead to water movement in the soil. The moisture loss or gain in the soil causes drying or wetting.
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The shear strength of soil-structure interfaces is relevant to the stability of energy piles. The thermo-hydro-mechanical processes can have a strong effect on the behaviour of interfaces between unsaturated soils and piles. Temperature changes lead to water movement in the soil. The moisture loss or gain in the soil causes drying or wetting.
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Thermohydromechanical behaviour of soils and soil–structure interfaces
2020Lyesse Laloui, Alessandro F. Rotta Loria
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A Review of Sand–Clay Mixture and Soil–Structure Interface Direct Shear Test
Geotechnics, 2021Anne-Laure Fauchille +2 more
exaly
Consistent model for soil structure interface behaviour
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1991openaire +1 more source
Non-isothermal soil-structure interface model based on critical state theory
Acta Geotechnica, 2021Farimah Masrouri, Soheib Maghsoodi
exaly