Bearing Capacity of Rectangular Footings on Clays of Strength Increasing Linearly With Depth-Reference-Cited by-同舟云学术

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Bearing Capacity of Rectangular Footings on Clays of Strength Increasing Linearly With Depth

Published:1981-12 Issue:4 Volume:21 Page:101-108
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Nakase Akio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference10 articles.

1. The effect of increasing strength with depth on the bearing capacity of clays;Davis;Geotechnique,1973

2. The bearing capacity of footings on nonhomogeneous clays;Livneh;Proc. 8 th ICSMFE,1973

3. The ultimate bearing capacity of foundations;Meyerhof;Geotechnique,1951

4. Bearing capacity of cohesive soil stratum;Nakase;Report of the Port and Harbour Research Institute,1966

5. Foundation Engineering;Peck,1953

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2. Pseudo-static bearing capacity of shallow foundations on heterogeneous marine deposits using limit equilibrium method;Marine Georesources & Geotechnology;2019-01-08

3. New design equation for undrained pullout capacity of suction caissons considering combined effects of caisson aspect ratio, adhesion factor at interface, and linearly increasing strength;Applied Ocean Research;2018-06

4. Bearing capacity of shallow foundations in clay with linear increase in strength and adhesion factor;Marine Georesources & Geotechnology;2017-06-06

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