Simplified Lateral Load Analyses of Fixed-Head Piles and Pile Groups

Author:

Ooi Phillip S.K.1,Chang Brian K.F.2,Wang Shuohang3

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Holmes Hall 383, 2540 Dole St., Honolulu, HI 96822. E-mail: ooi@eng.hawaii.edu

2. Geotechnical Engineer, Geolabs, Inc., 2006 Kalihi St., Honolulu, HI 96819. E-mail: brian@geolabs.net

3. Geotechnical Engineer, Geolabs, Inc., 2006 Kalihi St., Honolulu, HI 96819. E-mail: lucy@geolabs.net

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference45 articles.

1. Beatty C.I. ( 1970). “Lateral test on pile groups.” Foundation Facts VI(1) 18–21 Raymond Concrete Pile Division Raymond International Inc. Houston.

2. Computer Application of CLM Lateral Load Analysis to Piles and Drilled Shafts

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

4. Lateral Load Behavior of Pile Group in Sand

5. Brown D.A. O’Neill M.W. Hoit M. McVay M. El Naggar M.H. and Chakrabory S. ( 2001). “Static and dynamic lateral loading of pile groups.” NCHRP Report No. 461 Transportation Research Board National Research Council Washington D.C.

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