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Ultimate bearing capacity of rock masses

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1994
Abstract The determination of the ultimate bearing capacity of spread foundations on rock masses has traditionally been considered taking into account previous experience, using empirical criteria or applying local or national codesAR1]. This paper defines a methodology for bearing capacity quantification based on the Hoek and Brown rock failure ...
Alcibíades Serrano, Claudio Olalla
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Ultimate Bearing Capacity Analysis of Schwedler Suspendome

Advanced Materials Research, 2011
Prestress suspendome structure is a new two-double space structure system, which is composed of single-layer spherical reticulated shells and cable-strut tensile structure, and taking full advantages of two systems. Compared to single-layer shells, stiffness and stability are improved effectively.
Feng Li, Xiang Bing Min
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ULTIMATE BEARING CAPACITY OF RING FOOTINGS ON SAND

Journal of Wasit for Science and Medicine, 2022
The 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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The Ultimate Bearing Capacity of Foudations

Géotechnique, 1951
Synopsis In the first part of the article a theory of bearing capacity is developed, on the basis of plastic theory, by extending the previous analysis for surface footings to shallow and deep foundations in a uniform cohesive material with fntemal friction.
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Ultimate bearing capacity of conical shell foundations

Structural Engineering and Mechanics, 2014
Shell foundations have been employed as an alternative for the conventional flat shallow foundations and have proven to provide economical advantage. They have shown considerably improved performance in terms of ultimate capacity and settlement characteristics.
J.E. Colmenares   +3 more
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Ultimate bearing capacity of footings on coal ash

Granular Matter, 2005
Coal 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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Ultimate bearing capacity of reinforced saturated ground

International Journal of Physical Modelling in Geotechnics, 2017
Results of model tests on saturated horizontal ground reinforced with geosynthetic reinforcement are analysed using an extended formula for the ultimate bearing capacity ratio (BCRr). Three components are considered in this formula, namely the bearing capacity ratio induced by the deep-footing mechanism (BCRd), that induced by the wide-slab effect ...
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Seismic ultimate bearing capacity of strip footings on slope

Journal of Central South University of Technology, 2007
The influence of earthquake forces on ultimate bearing capacity of foundations on sloping ground was studied. A solution to seismic ultimate bearing capacity of strip footings on slope was obtained by utilizing pseudo-static analysis method and taking the effect of intermediate principal stress into consideration. Based on limit equilibrium theory, the
Chang-fu Chen   +2 more
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Ultimate Bearing Capacity Tests on Sand with Clay Layer

Journal of Geotechnical Engineering, 1990
Loading tests on nonuniform sand beds with a clay layer are carried out to make the effect of an interstratified weak layer on the ultimate bearing capacity clear. The tests are done under plane strain conditions using a testing box with an inside size of 0.4 m × 0.3 × 0.06 m, while the friction between soil and walls is minimized.
Masanobu Oda, Soe Win
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