Results 171 to 180 of about 493,205 (255)
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Experimental and theoretical studies on the ultimate bearing capacity of geogrid-reinforced sand
Geotextiles and Geomembranes, 2019Geosynthetic reinforced soil (GRS) structures have gained popularity in replacing concrete rigid piles as abutments to support medium or small-spanned bridge superstructures in recent years. This study conducted 13 model tests to investigate the ultimate
Chao Xu, C. Liang, P. Shen
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, 2020
Proper estimation of the ultimate bearing capacity of the shallow foundations is of vital significance as a necessary part of foundation design for different structures. This study aims at developing explicit and high-precision expressions for predicting
R. Khorrami, A. Derakhshani, H. Moayedi
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Proper estimation of the ultimate bearing capacity of the shallow foundations is of vital significance as a necessary part of foundation design for different structures. This study aims at developing explicit and high-precision expressions for predicting
R. Khorrami, A. Derakhshani, H. Moayedi
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Engineering optimization (Print), 2020
Improved radial movement optimization (IRMO) is adopted to investigate the critical slip surface and ultimate bearing capacity of a rough embedded strip footing on sands under inclined loading using the upper-bound limit analysis.
Liangxing Jin +2 more
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Improved radial movement optimization (IRMO) is adopted to investigate the critical slip surface and ultimate bearing capacity of a rough embedded strip footing on sands under inclined loading using the upper-bound limit analysis.
Liangxing Jin +2 more
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ULTIMATE BEARING CAPACITY OF RING FOOTINGS ON SAND
Journal of Wasit for Science and Medicine, 2022The ultimate bearing capacity of ring footings for different conditions such as internal to external diameter ratio and angle of internal friction for sand is determined using the finite element program ELPLA Professional Edition, Version 9.0. A semi-empirical relation for determining the bearing capacity of ring footings that developed by other ...
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Computers and geotechnics, 2020
This study presents an ultimate bearing capacity formulation of strip foundations in unsaturated soils within the framework of the Meyerhof theory. The flowchart of calculation steps for this formulation is provided with a trial method according to ...
Changguang Zhang +3 more
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This study presents an ultimate bearing capacity formulation of strip foundations in unsaturated soils within the framework of the Meyerhof theory. The flowchart of calculation steps for this formulation is provided with a trial method according to ...
Changguang Zhang +3 more
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Ultimate bearing capacity of footings on coal ash
Granular Matter, 2005Coal ash is recognized as an alternative fill material to the conventional natural soils near a coal fired thermal power station where its large deposits are available. This paper presents experimental investigations on footings on coal ash subjected to loads. A series of laboratory model tests on varying sizes of footings were conducted.
Ashutosh Trivedi, Vijay Kumar Sud
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, 2020
Considering the nonhomogeneity of a clay foundation, the unilateral sliding failure mode is constructed and the constraint expression of the ultimate bearing capacity of a foundation adjacent to slopes is established based on the upper-bound limit ...
Liangxing Jin +3 more
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Considering the nonhomogeneity of a clay foundation, the unilateral sliding failure mode is constructed and the constraint expression of the ultimate bearing capacity of a foundation adjacent to slopes is established based on the upper-bound limit ...
Liangxing Jin +3 more
semanticscholar +1 more source
Ultimate bearing capacity of skirted foundation on cohesionless soil using slip line theory
, 2020A plasticity-based model is developed under the framework of the slip line theory to estimate the ultimate bearing capacity of a skirted strip foundation resting on cohesionless soil under both static and seismic conditions.
G. Santhoshkumar, P. Ghosh
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Neural computing & applications (Print), 2023
S. Karakaş, G. Taskin, M. B. C. Ülker
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S. Karakaş, G. Taskin, M. B. C. Ülker
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