Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts-Reference-Cited by-同舟云学术

Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts

Published:2008-01 Issue:1 Volume:134 Page:37-46
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Baxter Christopher D. P.¹²³⁴,Bradshaw Aaron S.¹²³⁴,Green Russell A.¹²³⁴,Wang Jian-Hua¹²³⁴

Affiliation:

1. Associate Professor, Depts. of Ocean/Civil and Environmental Engineering, Univ. of Rhode Island, Narragansett, RI 02882. E-mail: baxter@oce.uri.edu

2. Assistant Professor, Dept. of Civil Engineering, Merrimack College, North Andover, MA 01845. E-mail: aaron.bradshaw@merrimack.edu

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109. E-mail: rugreen@engin.umich.edu

4. Professor, Geotechnical Engineering Institute, Tianjin Univ., Tianjin, P. R. China 300072. E-mail: tdwjh@eyou.com

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%282008%29134%3A1%2837%29

Reference44 articles.

1. Liquefaction Resistance of Soils from Shear-Wave Velocity

2. Baxter C. D. P. Bradshaw A. S. and Veyera G. E. (2008). “Liquefaction potential of organic and inorganic silts.” Final Rep. Submitted to the Rhode Island Dept. of Transportation (RIDOT) and Univ. of Rhode Island Transportation Center (URITC) December p. 43.

3. Experimental Study on the Aging of Sands

4. Anisotropy of small strain stiffness in Ticino sand

5. Boulanger R. W. and Idriss I. M. (2004). “Evaluating the potential for liquefaction or cyclic failure of silts and clays.” Rep. No. UCD/CGM-04/01 Univ. of California Davis Calif.

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