Results 261 to 270 of about 2,894,026 (347)
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Journal of earthquake engineering, 2019
This paper presents a simplified mathematical formulation for a set of closed-form solutions to compute static and seismic active and passive earth pressure on a retaining wall with bilinear backface.
G. Santhoshkumar, P. Ghosh
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This paper presents a simplified mathematical formulation for a set of closed-form solutions to compute static and seismic active and passive earth pressure on a retaining wall with bilinear backface.
G. Santhoshkumar, P. Ghosh
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2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures
European Journal of Environmental and Civil Engineering, 2019Previous research has shown that the backfill behind a retaining wall can be constructed with sand–tire chips (STC) mixture; this can lead to reduced horizontal displacements and earth pressures on the structure and allows lower design requirements ...
Hachemi Djadouni +3 more
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International Journal of Geomechanics, 2019
Because of the existence of wall-soil friction behind retaining wall, the transfer direction of the principal stress will be inevitably changed.
Wen-gui Cao, Tao Liu, Zan Xu
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Because of the existence of wall-soil friction behind retaining wall, the transfer direction of the principal stress will be inevitably changed.
Wen-gui Cao, Tao Liu, Zan Xu
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, 2019
When a retaining wall is built near a building or a mountain, the backfill width is often limited.
Fu-quan Chen, Jun-tao Yang, Yu-jian Lin
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When a retaining wall is built near a building or a mountain, the backfill width is often limited.
Fu-quan Chen, Jun-tao Yang, Yu-jian Lin
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2021
One of the key concerns in constructing an underground facility within a built-up environment is the impact of the associated ground movements on adjacent buildings [1]. For excavations in ground that comprises of thick soft clays overlying stiff clay, braced walls are usually used to minimize ground movements.
Wengang Zhang, Hanlong Liu
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One of the key concerns in constructing an underground facility within a built-up environment is the impact of the associated ground movements on adjacent buildings [1]. For excavations in ground that comprises of thick soft clays overlying stiff clay, braced walls are usually used to minimize ground movements.
Wengang Zhang, Hanlong Liu
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Optimization of weight and cost of cantilever retaining wall by a hybrid metaheuristic algorithm
Engineering computations, 2021Sushmita Sharma +2 more
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Performance of a Rigid Retaining Wall with Relief Shelves
Journal of performance of constructed facilities, 2018Earth pressure on a retaining wall decides the sectional dimensions of the wall, and there have been several attempts in the literature to reduce the earth pressures on the retaining walls,...
V. B. Chauhan, S. M. Dasaka
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Sustainability assessment of earth-retaining wall structures
Environmental Geotechnics, 2018This paper describes a sustainability assessment methodology and example to select the best sustainable option from candidate conventional gravity and cantilever wall types and steel and polymeric soil-reinforced, mechanically stabilised earth (MSE ...
I. P. Damians +4 more
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