New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials-Reference-Cited by-同舟云学术

New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials

Published:2001-06 Issue:6 Volume:127 Page:488-498
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.¹²³⁴⁴,Yau Terence L. Y.¹²³⁴⁴,Li Jonathan H. M.¹²³⁴⁴,Tang Wilson H.¹²³⁴⁴

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Formerly, Assoc. Prof., The Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong. E-mail: cecwwng@ust.hk

4. Formerly, Postgrad. Student, Dept. of Civ. Engrg., The Hong Kong Univ. of Sci. and 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%3A6%28488%29

Reference45 articles.

1. ASCE. ( 1993). Design of pile foundations American Society of Civil Engineers Reston Va.

2. ASTM. ( 1994). “Standard method of testing piles under static axial compressive load.” D1143-81 West Conshohocken Pa.

3. Load Deformation Analysis of Bored Piles in Residual Weathered Formation

4. Buildings Department (BD). ( 1997). “Pile foundations.” Practice Note for Authorised Persons and Registered Struct. Engrs. No. 66 Buildings Ordinance Office Hong Kong.

5. Beedle L. S. ( 1986). Advances in tall buildings Van Nostrand Reinhold New York.

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