Cap models for clay strata to footing loads-Reference-Cited by-同舟云学术

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Cap models for clay strata to footing loads

Published:1983-01 Issue:4 Volume:17 Page:511-528
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Mizuno E.,Chen W.F.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference15 articles.

1. An elastic-plastic constitutive model for saturated sand subjected to monotonic and/or cyclic loadings;Baladi,1979

2. Elastic-plastic model for saturated sand;Baladi;J. Geotech. Engng Div., ASCE,1979

3. On finite element analysis of elasto-plastic response;Bathe,1979

4. Limit Analysis and Soil Plasticity;Chen,1975

5. Plasticity in soil mechanics and landslides;Chen,1980

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Investigation of the Bearing Capacity of Strip and Rectangular Shallow Footings on Cohesive Frictional Soils Under Eccentric Loads;Geotechnical and Geological Engineering;2021-10-10

2. Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections;International Journal of Geomechanics;2021-03

3. Strength hierarchy provisions for transverse confinement systems of shell structural elements;Composites Part B: Engineering;2019-04

4. A limit equilibrium solution for bearing capacity of strip foundations on sand;Canadian Geotechnical Journal;2003-04-01

5. Influence of Nonassociativity on the Bearing Capacity of a Strip Footing;Journal of Geotechnical and Geoenvironmental Engineering;2001-11

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