Settlement Rate Increase in Organic Soils Following Cyclic Loading-Reference-Cited by-同舟云学术

Settlement Rate Increase in Organic Soils Following Cyclic Loading

Published:2021-02 Issue:2 Volume:147 Page:04020153
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lemnitzer A.¹^ORCID,Yniesta S.²,Cappa R.³,Brandenberg S. J.⁴^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California Irvine, Irvine, CA 92697. ORCID:

2. Assistant Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H2V 3P8 (corresponding author).

3. Consulting Engineer, Simpson Gumpertz & Heger, 4695 MacArthur Ct, Newport Beach, CA 92660.

4. Professor and Associate Dean, Dept. of Civil and Environmental Engineering, Univ. of California Los Angeles, Los Angeles, CA 90095-1593. ORCID:

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.1943-5606.0002432

Reference36 articles.

1. Adams J. I. 1963. “A comparison of field and laboratory consolidation measurements in peat.” In Proc. 9th Huskeg Research Conf. 117–135. Ottawa: National Research Council of Canada.

2. Atwater B. F. and D. F. Belknap. 1980. “Tidal-wetland deposits of the Sacramento-San Joaquin delta.” In Proc. Quaternary Depositional Environments of the Pacific Coast: Pacific Coast Paleogeography Symp. edited by M. E. Field A. H. Bouma I. P. Colburn R. G. Douglas J. C. Ingle 89–103. Los Angeles: The Pacific Section of the Society of Economic Paleontologists and Mineralogists.

3. The consolidation of peat

4. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

5. Dynamic Properties of Sherman Island Peat

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