Pile Behavior due to Excavation-Induced Soil Movement in Clay. I: Stable Wall-Reference-Cited by-同舟云学术

Pile Behavior due to Excavation-Induced Soil Movement in Clay. I: Stable Wall

Author:

Ong D. E.¹²³,Leung C. E.¹²³,Chow Y. K.¹²³

Affiliation:

1. Geotechnical Engineer, Civil and Transportation Division, CPG Consultants Pte. Ltd., Singapore, 307685.

2. Associate Professor, Centre for Soft Ground Engineering, Civil Engineering Dept., National Univ. of Singapore, Singapore, 117576.

3. Professor, Centre for Soft Ground Engineering, Civil Engineering Dept., National Univ. of Singapore, Singapore, 117576.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference20 articles.

3. Lateral resistance of piles in cohesive soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

4. Analysis of piles subject to lateral soil movements;Chow Y. K.;J. Inst. Eng. Singapore,1996

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