Small Strain Stiffness of Natural Granitic Saprolite in Hong Kong

Author:

Ng Charles W. W.1234,Pun W. K.1234,Pang Richard P. L.1234

Affiliation:

1. Member, ASCE

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

3. Sr. Geotech. Engr., Geotech. Engrg. Ofc., Civ. Engrg. Dept., Govt. of Hong Kong Spec. Administrative Region, Hong Kong.

4. Chf. Geotech. Engr., Geotech. Engrg. Ofc., Civ. Engrg. Dept., Govt. of Hong Kong Spec. Administrative Region, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference48 articles.

1. Abbiss C. P. (1981). “Shear wave measurements of the elasticity of the ground.” Géotechnique London 31(1) 91–104.

2. Arulnathan R. Boulanger R. W. and Riemer M. F. (1998). “Analysis of bender element tests.” Geotech. Testing J . 21(2) 120–131.

3. Atkinson J. H. and Sallförs G. (1991). “Experimental determination of stress-strain-time characteristics in laboratory and in-situ tests.” Proc. 10th Eur. Conf. Soil Mech. and Found. Engrg. Vol. 3 Balkema Rotterdam The Netherlands 915–956.

4. Brand E. W. (1981). “Some thoughts on rain-induced slope failures.” Proc. 10th Int. Conf. Soil Mech. and Found. Engrg . Vol. 3 373–376.

5. Brand E. W. Phillipson H. B. Borrie G. W. and Clover A. W. (1983). “In-situ direct shear tests on Hong Kong residual soils.” Proc. Int. Symp. on Soil and Rock Investigations by In-Situ Testing Vol. 2 13–17.

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