Response of Laterally Loaded Large-Diameter Bored Pile Groups-Reference-Cited by-同舟云学术

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Response of Laterally Loaded Large-Diameter Bored Pile Groups

Published:2001-08 Issue:8 Volume:127 Page:658-669
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ng Charles W. W.¹²³⁴,Zhang Limin¹²³⁴,Nip Dora C. N.¹²³⁴

Affiliation:

1. Members, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. Sci. & Technol., Clear Water Bay, Kowloon, Hong Kong. E-mail: cecwwng@ust.hk

3. Asst. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. & Technol., Clear Water Bay, Kowloon, Hong Kong.

4. Res. Student, Dept. of Civ. Engrg., Hong Kong Univ. of Sci. & Technol., Clear Water Bay, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A8%28658%29

Reference25 articles.

1. British Standards Institution (BSI). ( 1985). “Structural use of concrete.” BS8110 Parts 1 and 2 London.

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

3. Lateral Load Behavior of Pile Group in Sand

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

5. Elson W. K. ( 1984). “Design of laterally-loaded piles.” CIRIA Rep. No. 103 Construction Industry Research and Information Association London 86.

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