Open Access 
Downloads
Download data is not yet available.
Abstract
As one of the secondary geologic hazards of Earthquakes, liquefaction has been researched since 1960s in USA, Japan, etc. Scientists researched many methods and field tests used to determine liquefaction. This paper uses the results of Standard Penetration Tests (SPT) and NCEER (USA Nation Center for Earthquake Engineering Research) methods to evaluate the liquefaction in District 7, Ho Chi Minh City. The result showed that 50% wards in the study area occurs this phenomenon. The map of liquefaction zone was made and it can be used to construction management.
Author's Affiliation
Article Details
Issue: Vol 17 No 3 (2014)
Page No.: 40-44
Published: Sep 30, 2014
Section: Engineering and Technology - Research article
DOI: https://doi.org/10.32508/stdj.v17i3.1458
Copyright Info
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Pham, T., & Vo, N. (2014). Estimation of liquefaction of sandy soil in District 7, HCMC, Vietnam. Science and Technology Development Journal, 17(3), 40-44. https://doi.org/https://doi.org/10.32508/stdj.v17i3.1458
Download Citation
Cited by
Article Statistics
HTML = 750 times
Download PDF = 535 times
Total = 535 times
Download PDF = 535 times
Total = 535 times
Most read articles by the same author(s)
- Nhat Dai Vo, Determination of bearing capacity of bored pile using SPT number N and undrained shear strength Su , Science and Technology Development Journal: Vol 17 No 3 (2014)
