Chinese Dynamic Penetration Test for Liquefaction Evaluation in Gravelly Soils-Reference-Cited by-同舟云学术

Chinese Dynamic Penetration Test for Liquefaction Evaluation in Gravelly Soils

Published:2013-08 Issue:8 Volume:139 Page:1320-1333
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cao Zhenzhong¹,Youd T. Leslie²,Yuan Xiaoming³

Affiliation:

1. Associate Professor, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.

2. Professor Emeritus, Civil and Environmental Engineering, Brigham Young Univ., Provo, UT 84602 (corresponding author).

3. Professor, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.

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.1943-5606.0000857

Reference16 articles.

1. Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0

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

3. Design Code. (1978). Code for geology investigation if industrial and civil construction engineering China Architecture & Building Press Beijing (in Chinese).

4. Design Code. (2001). Design code for building foundation of Chengdu region Administration of Quality and Technology Sichuan Province Chengdu China (in Chinese).

5. Harder L. F. and Seed H. B. (1986). “Determination of penetration resistance for coarse-grained soils using the Becker hammer drill.” Rep. No. UCB/EERC-86/06 Univ. of California Berkeley CA.

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