Three-Dimensional Analysis of Performance of Laterally Loaded Sleeved Piles in Sloping Ground-Reference-Cited by-同舟云学术

Three-Dimensional Analysis of Performance of Laterally Loaded Sleeved Piles in Sloping Ground

Published:2001-06 Issue:6 Volume:127 Page:499-509
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.¹²³,Zhang L. M.¹²³

Affiliation:

1. Members, ASCE

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

3. Asst. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Hong Kong. E-mail: cezhangl@ust.hk

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%3A6%28499%29

Reference20 articles.

1. “Lateral load tests on drilled piers in stiff clays.”;Bhushan K.;J. Geotech. Engrg. Div.,1979

2. British Standards Institution (BSI). ( 1985). “Structural use of concrete. Part 1—Code of practice for design and construction.” BS 8110: Part 1 London.

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

4. “Discussion: Laterally loaded piles: Program documentation.”;Chen W. H. W.;J. Geotech. Engrg. Div.,1978

5. Chiang Y. C. and Ho Y. M. ( 1980). “Pressuremeter method for foundation design in Hong Kong.” Proc. 6th Southeast Asian Conf. on Soil Engrg. Vol. 1 31–42.

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