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Research on Seismic and Self-Centering Performance of SMAF-ECC Prefabricated Self-Centering Frame Joints Based on Finite Element Simulation. [PDF]
Materials (Basel)Cao Y, Wu Q, Yang Z.
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Ultimate bearing capacity of rock masses
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1994Abstract 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, 2011Prestress 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 conical shell foundations
Structural Engineering and Mechanics, 2014Shell 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 Based on Unified Strength Theory
Applied Mechanics and Materials, 2013In the ultimate bearing capacity formulas, the factor Nγ has not been given a definite expression, so the calculation diagrams are not serious and the hypothesis can’t match the reality. Most of the ultimate bearing capacity factors are received from the results of Prandtl theory, but the theoretic models they used are not the same.
Xuan Zhou, Guo Jian Shao, Feng Hu
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Ultimate bearing capacity research on hybrid-junction scaffold
2012 3rd International Conference on System Science, Engineering Design and Manufacturing Informatization, 2012This article studies a new type of scaffold which is connected by welding and pin-plug, utilizing buckling theory of axes-pressure components to make theoretical analysis on the ultimate bearing capacity of hybrid-junction scaffold. In this paper, a double-row six-pitch three-span hybrid-junction scaffold is constructed, four buckling models and ...
Rui Li, Yujun Liu, Zhiyuan Wei, Qunbo Hu
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Ultimate bearing capacity of reinforced saturated ground
International Journal of Physical Modelling in Geotechnics, 2017Results 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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The Ultimate Bearing Capacity of Foudations
Géotechnique, 1951Synopsis 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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