Liquefaction Resistance Evaluation of Pleistocene-Age South Carolina Coastal Plain Sands with the Cone Penetrometer Test-Reference-Cited by-同舟云学术

Liquefaction Resistance Evaluation of Pleistocene-Age South Carolina Coastal Plain Sands with the Cone Penetrometer Test

Published:2020-08 Issue:8 Volume:146 Page:04020065
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hasek Michael J.¹,Gassman Sarah L.²

Affiliation:

1. Doctoral Graduate, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208 (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.1943-5606.0002296

Reference32 articles.

1. Early Diagenesis

2. CPT-Based Liquefaction Triggering Procedure

3. Bwambale B. and R. D. Andrus. 2017. “Influence of age on liquefaction resistance of Holocene alluvial and marine soils in Christchurch and Kaiapoi New Zealand.” In Proc. 3rd Int. Conf. on Performance Based Design in Earthquake Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.

4. Da Roit R. L. Lojelo F. Muzzi and G. Spat. 1981. “Effects of freezing on undisturbed sand sampling.” In Vol. 2 of Proc. of the Int. Conf. on Soil Mechanics and Foundation Engineering 461–466. Stockholm Sweden: A.A. Balkema.

5. Microbially Induced Cementation to Control Sand Response to Undrained Shear

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