Behavior of Model Rafts Resting on Pile-Reinforced Sand

Author:

Cao Xiao Dong1,Wong Ing Hieng2,Chang Ming-Fang3

Affiliation:

1. Senior Engineer, China Construction (SP) Development Co. Pte Ltd., 10 Hoe-Ching Rd., Keppel Towers #27-02, Singapore 089315.

2. Principal Consultant, Mitic Associates, 101 Cashew Rd. #07-02, Singapore 679672.

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Block N1, Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference11 articles.

1. American Concrete Institute (ACI). (1969). “ACI standard—Building code requirements for reinforced concrete” ACI 318-89 Detroit.

2. British Standards Institution (BSI). (1986). “Foundations.” BS 8004 London.

3. Burland J. B. Broms B. B. and de Mello V. F. B. (1977). “Behaviour of foundations and structures.” Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering Tokyo Vol. II 495–546.

4. Cao X. D. (1998). “Performance of raft foundation with settlement reducing piles.” MEng thesis Nanyang Technological Univ. Singapore.

5. Investigation of Design Alternatives for a Piled Raft Case History

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