Strains and Pore Pressures Generated during Cyclic Loading of Embankments on Organic Soil-Reference-Cited by-同舟云学术

Strains and Pore Pressures Generated during Cyclic Loading of Embankments on Organic Soil

Published:2017-09 Issue:9 Volume:143 Page:04017069
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cappa R.¹,Brandenberg S. J.²,Lemnitzer A.³

Affiliation:

1. Structural Engineer, Simpson Gumpertz & Heger, 4695 MacArthur Ct. #500, Newport Beach, CA 92660; formerly, Ph.D. Graduate, Univ. of California, Irvine, 4135 Engineering Gateway, Irvine, CA 92697.

2. Professor, Dept. of Civil Engineering, Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of California, Irvine, 4135 Engineering Gateway, Irvine, CA 92697 (corresponding author).

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%29GT.1943-5606.0001721

Reference29 articles.

1. Effect of Organic Material on Soil Shear Strength

2. Arulnathan R. Boulanger R. W. and Idriss I. M. (2001). “Site response of organic soils.” 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Univ. of Missouri Rolla MO.

3. Simplified methodology for consideration of two-dimensional dynamic response of levees in liquefaction-triggering evaluation;Athanasopoulos-Zekkos A.;J. Geotech. Geoenviron. Eng.,2013

4. Dynamic Properties of Sherman Island Peat

5. Cappa R. Yniesta S. Brandenberg S. Stewart J. P. and Lemnitzer A. (2014). “Centrifuge experiments to evaluate the seismic performance of levees on peaty soils in the Sacramento-San Joaquin Delta.” Proc. Association of State Dam Safety Officials National Conf. Association of State Dam Safety Officials Lexington KY.

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