Rectangular Loads on Inhomogeneous Elastic Soil
Author:
Affiliation:
1. Sr. Lect. in Civ. Engrg., Univ. of Sydney, Sydney, Australia
2. Prof. of Engrg. Sci., King’s Coli., Univ. of London, London, England
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSFEAQ.0001949
Cited by 7 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. Robert Gibson;Géotechnique;2009-08
2. Displacements and stresses due to a vertical point load in an inhomogeneous transversely isotropic half-space;International Journal of Rock Mechanics and Mining Sciences;2003-07
3. SURFACE DISPLACEMENTS OF A NON-HOMOGENEOUS ELASTIC HALF-SPACE SUBJECTED TO UNIFORM SURFACE TRACTIONS. PART II: LOADING ON RECTANGULAR SHAPED AREAS;International Journal for Numerical and Analytical Methods in Geomechanics;1997-06
4. A flexible rectangular footing on aGibson soil: Required rigidity for full contact;International Journal of Solids and Structures;1995-02
5. Rectangular Foundation, Homogeneous Layer of Finite Thickness;Developments in Geotechnical Engineering;1992
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