Performance of Long Rectangular Barrettes in Granitic Saprolites

Author:

Ng Charles W. W.1,Lei G. H.2

Affiliation:

1. Associcate Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

2. Associate Professor, Dept. of Civil Engineering, Hohai Univ., 1 Xikang Road, Nanjing, China; formerly, Graduate Student, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. Baker C. N. Jr. Azam T. and Joseph L. S. (1994). “Settlement analysis for 450 meter tall KLCC Towers.” Vertical and horizontal deformations of foundations and embankments: Proc. Settlement ’94 Geotechnical Special Publication No. 40 ASCE New York Vol. 2 1650–1671.

2. Discussion of ‘Hyperbolic stress-strain response: Cohesive soil,’ by R. L. Kondner.;Brinch Hansen J.;J. Soil Mech. Found. Div., Am. Soc. Civ. Eng.,1963

3. Burland J. B. (1963). “Discussion (session 4—drilling muds).” Grouts and drilling muds in engineering practice Butterworths London 223–225.

4. Cernak B. (1976). “The time effect of suspension on the behavior of piers.” Proc. 6th European Conf. on Soil Mechanics and Foundation Engineering Vol. 1 111–114.

5. Cheng F. and Haberfield C. M. (1998). “Laboratory study of the effect of drilling fluids on piles socketed into soft rock.” Proc. 2nd Int. Symp. on the Geotechnics of Hard Soils—Soft Rocks A. Evangelista and L. Picarelli eds. Balkema Rotterdam The Netherlands Vol. 1 93–101.

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