Effects of Construction on Laterally Loaded Pile Groups

Author:

Huang An-Bin12345,Hsueh Chao-Kuang12345,O'Neill Michael W.12345,Chern S.12345,Chen C.12345

Affiliation:

1. Prof., Dept. of Civ. Engrg., Nat. Chiao Tung Univ., Hsin Chu 300, Taiwan.

2. Grad. Res. Asst., Dept. of Harbor and River Engrg., Nat. Taiwan Oc. Univ., Keelung 202, Taiwan.

3. Prof., Dept. of Civ. Envir. Engrg., Univ. of Houston, Houston, TX 77004.

4. Prof., Dept. of Harbor and River Engrg., Nat. Taiwan Oc. Univ., Keelung 202, Taiwan.

5. Prof., Dept. of Civ. Engrg., Nat. Taiwan Univ., Taipei 100, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference18 articles.

1. Briaud J. L. and Miran J. ( 1992). “The flat dilatometer test.” Rep. No. FHWA-SA-91-44 Federal Highway Administration Washington D.C.

2. Lateral Load Behavior of Pile Group in Sand

3. Cyclic Lateral Loading of a Large‐Scale Pile Group

4. Brown D. A. and Shie C. F. ( 1991). “Modification of p - y curves to account for group effects on laterally loaded piles.” Geotechnical engineering congress Geotech. Spec. Publ. No. 27 ASCE New York 479–490.

5. Campanella R. G. and Robertson P. K. ( 1988). “Current status of the piezocone test.” Proc. 1st Int. Symp. on Penetration Testing ISOPT-1 Vol. 1 J. de Ruiter ed. Balkema Rotterdam The Netherlands 93–116.

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