ON THE BEARING CAPACITY OF SOFT CLAY WITH A SURFACE CRUST-Reference-Cited by-同舟云学术

ON THE BEARING CAPACITY OF SOFT CLAY WITH A SURFACE CRUST

Published:1987-06-20 Issue:382 Volume:1987 Page:237-244
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

NAKASE Akio¹,KIMURA Tsutomu¹,TAKEMURA Jiroh¹,HAGIWARA Toskiyuki¹

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1987/382/1987_382_237/_pdf

Reference22 articles.

1. 1) Nakase, A.: Bearing capacity of retangular footings on clay of strength increasing linearly with depth, Soils and Foundations, Vol. 21, No. 4, pp. 101-108, 1981.

2. 2) Terzaghi, K.: Influence of geological factors on the engineering properties of sediments, Economic Geology, 50, pp. 557-618, 1955.

3. 3) LaRochelle, P., Trak, B., Tavenas, F. and Roy, M.: Failure of a test embankment on a sensitive Champlain clay deposit, Canadian Geotechnical Journal, Vol. 11, pp. 142-164, 1974.

4. 4) Button, S. J.: The Bearing Capacity of Footing on a Two-Layer Cohesive Subsoil, Proc. 3rd International Conference Soil Mechanics Foundation Engineering, Vol. 1, pp. 332-335, 1953.

5. 5) Chen, W. F.: Limit Analysis and Soil Plasticity, Elseveir Scientific Publishing Company, 1975.

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3. ON THE BEARING CAPACITY OF SOFT CLAY WITH A SURFACE CRUST;Doboku Gakkai Ronbunshu;1987-06-20