Model Tests and Analyses of Bearing Capacity of Strip Footing on Stiff Ground with Voids-Reference-Cited by-同舟云学术

Model Tests and Analyses of Bearing Capacity of Strip Footing on Stiff Ground with Voids

Published:2011-04 Issue:4 Volume:137 Page:363-375
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kiyosumi Makoto¹²³,Kusakabe Osamu¹²³,Ohuchi Masatoshi¹²³

Affiliation:

1. Technical Division I, ITC Corporation, 1-7-18, Okubo, Shinjuku-ku, Tokyo, 169-0072, Japan (corresponding author).

2. Professor, Dept. of Civil Engineering, Tokyo Institute of Technology, Ookayama 2-12-1, Meguro-ku, Tokyo 152-8552, Japan.

3. General Manager, Construction and Technical Development Division, Oriental Shiraishi Corporation, 2-1-1, Hirakawa-cho, Chiyoda-ku, Tokyo 102-0093, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000440

Reference17 articles.

1. Al-Tabbaa A. Lisa R. and Michael O. R. (1989). “Model tests of footings above shallow cavities.” Ground Eng. 22(7) 39–42.

2. Cavity effect on stability of strip footing in two-layer soils;Azam G.;J. Geotech. Eng.,1997

3. Stability of Spread Footing Above Void in Clay

4. Bearing Capacity of Strip Footing above Void

5. The stability of shallow tunnels and underground openings in cohesive material

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