Assessing effect of dynamic compaction on liquefaction potential using statistical methods

Assessing effect of dynamic compaction on liquefaction potential using statistical methods – a case study

Published:2019-05-30 Issue:4 Volume:13 Page:341-348
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Shen Mengfen¹^ORCID,Juang C. Hsein²^ORCID,Ku Chih-Sheng³,Khoshnevisan Sara⁴

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, People’s Republic of China

2. Department of Civil Engineering and Graduate Institute of Applied Geology, National Central University, Taoyuan City, Taiwan

3. Department of Civil and Ecological Engineering, I-Shou University, Kaohsiung, Taiwan

4. Department of Civil and Architectural Engineering and Construction Management, University of Cincinnati, Cincinnati, OH, USA

Funder

National Key R&D Program of China

Clemson University

Ministry of Education, Taiwan

Publisher

Informa UK Limited

Subject

Geology,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2019.1623407

Reference30 articles.

1. Probabilistic Standard Penetration Test–Based Liquefaction–Triggering Procedure

2. Brik, A., and P. K. Robertson. 2018. Use of CPTu for Design, Monitoring and Quality Assurance of DC/DR Ground Improvement Projects. Proceedings of CPT’18, the 4th International Symposium on Cone Penetration Testing, June 21–22, 2018, The Netherlands.

3. Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

4. Densification of desert sands by high energy dynamic compaction

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