Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court-Reference-Cited by-同舟云学术

Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court

Published:2009-04 Issue:4 Volume:135 Page:525-532
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kishida Tadahiro¹²³²⁴,Wehling Timothy M.¹²³²⁴,Boulanger Ross W.¹²³²⁴,Driller Michael W.¹²³²⁴,Stokoe Kenneth H.¹²³²⁴

Affiliation:

1. Doctoral Student, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Senior Engineer, California Dept. of Water Resources, 1416 9th St., Sacramento, CA 95814.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas, Austin, TX 78712.

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%282009%29135%3A4%28525%29

Reference19 articles.

1. ASTM. (2002). “Standard classification of peat samples by laboratory testing.” D 4427-92 (reapproved 2002) American Society of Testing and Materials Vol. 04.08 643–645.

2. ASTM. (2005a). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D 2487-00 American Society of Testing and Materials Vol. 04.08 249–260.

3. ASTM. (2005b). “Standard test methods for moisture ash and organic matter of peat and other organic soils.” D 2974-00 American Society of Testing and Materials Vol. 04.08 332–335.

4. Dynamic Properties of Sherman Island Peat

5. California (1992). “Seismic stability evaluation of the Sacramento-San Joaquin Delta levees.” Phase I Rep.: Preliminary Evaluations and Review of Previous Studies Division of Design and Construction California Dept. of Water Resources.

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