Effect of Pile Driving on Static and Dynamic Properties of Soft Clay-Reference-Cited by-同舟云学术

Effect of Pile Driving on Static and Dynamic Properties of Soft Clay

Author:

Hunt Christopher E.¹,Pestana Juan M.²,Bray Jonathan D.³,Riemer Michael⁴

Affiliation:

1. Senior Staff Engineer, GeoSyntec Consultants, Walnut Creek, CA 94596.

2. Associate Professor, University of California, Berkeley, Berkeley, CA 94720.

3. Professor, University of California, Berkeley, Berkeley, CA 94720.

4. Adjunct Professor, University of California, Berkeley, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference33 articles.

1. Long-term pressure effects on shear modulus of soils;Afifi S. S.;J. Soil Mech. Found. Div., Am. Soc. Civ. Eng.,1971

2. Time-dependent increase in shear modulus of clay.;Anderson D. G.;J. Geotech. Eng., Am. Soc. Civ. Eng.,1976

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