Behavior of Pile Subject to Excavation-Induced Soil Movement

Author:

Leung C. F.123,Chow Y. K.123,Shen R. F.123

Affiliation:

1. Assoc. Prof., Ctr. for Soft Ground Engrg., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 117576.

2. Prof., Ctr. for Soft Ground Engrg., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 117576.

3. Prof. Ofcr., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 117576.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference9 articles.

1. “Lateral resistance of piles in cohesive soils.”;Broms B. B.;J. Soil Mech. and Found. Div,1964

2. Chow Y. K. and Yong K. Y. ( 1996). “Analysis of piles subject to lateral soil movements.” J. Inst. of Engrs . Singapore 36(2) 43–49.

3. Lee F. H. Tan T. S. Leung C. F. Yong K. Y. Karunaratne G. P. and Lee S. L. ( 1991). “Development of geotechnical centrifuge facility at the National University of Singapore.” Proc. Int. Conf. Centrifuge '91 Balkema Rotterdam The Netherlands 11–17.

4. Poulos H. G. ( 1989). “Pile behaviour—theory and application.” Géotechnique London 39(3) 365–415.

5. Poulos H. G. and Chen L. T. ( 1996). “Pile response due to unsupported excavation-induced lateral soil movement.” Can. Geotech. J . Ottawa 33 670–677.

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