The time-deflection behaviour of a circular raft of finite flexibility on a deep clay layer-Reference-Cited by-同舟云学术

The time-deflection behaviour of a circular raft of finite flexibility on a deep clay layer

Published:1984-07 Issue:4 Volume:8 Page:343-357
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Methods Geomech.

Author:

Booker T. R.,Small J. C.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference10 articles.

1. ‘Influence of rigidity of a circular foundation slab on the distribation of pressures over the contact surface’, Proc. First Int. Conf. Soil Mech., 1936, p. 144.

2. ‘Circulara plattor med jämt fördelad last pa elastiskt underlag’, Betong, No. 1, p. 7 (1946).

3. Numerical Analyses of Uniformly Loaded Circular Rafts on Elastic Layers of Finite Depth

4. Numerical Analyses of Uniformly Loaded Circular Rafts on Deep Elastic Foundations

Cited by 11 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. A finite layer analysis method proposed for energy pile modeling under coupled thermo-mechanical loads;Computers and Geotechnics;2023-12

2. Elastic Thin Plate Resting on Saturated Multilayered Soils with Anisotropic Permeability and Elastic Superstrata;International Journal of Geomechanics;2018-10

3. A coupled BEM-ALEM approach for analysis of elastic thin plates on multilayered soil with anisotropic permeability;Engineering Analysis with Boundary Elements;2015-04

4. A quasistatic analysis of a plate on consolidating layered soils by analytical layer-element/finite element method coupling;International Journal for Numerical and Analytical Methods in Geomechanics;2014-03-11

5. A mathematical function to represent S-shaped relationships for geotechnical applications;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2013-06