Estimation of liquefaction potential in Eco-Delta City (Busan) using different approaches with effect of fines content

Bahareh Bahari,Young-Suk Song,Tae-Hyung Kim,Woongki Hwang

doi:10.1186/s40703-020-00121-4

Abstract

Soil liquefaction which is a disastrous phenomenon induced by the earthquake, is widely investigated in many researches in geotechnical engineering. In this study, a SPT-N based investigation is carried out to assess the susceptibility of liquefaction in Eco-Delta city, located in the southwestern part of Busan city in South Korea. Data from 229 sites are analyzed for the earthquake of 7.5 magnitude with a peak horizontal acceleration of 0.2 g to carry out the liquefaction potential index (LPI) through two deterministic methods which have different factors of safety (FS). The liquefaction probability is investigated by the deterministic and reliability methods and the liquefaction hazard maps are generated. To observe the effect of fines content and plasticity index on the liquefaction susceptibility, three different cases are considered. It is found that among the four approaches used, Overseas Coastal Area Development Institute of Japan (OCDI) method showed more sensitivity to changes of fines content and plasticity index. The Eco-Delta city is found to be highly vulnerable to liquefaction having 91% of sites with LPI values greater than 15.

Highlights

Soil liquefaction refers to a phenomenon wherein a saturated soil loses strength in response to a dynamic load, usually earthquake shaking causing to increase in pore water pressure
Results and liquefaction hazard maps In order to show the distribution of the liquefaction risks in the Eco-Delta city, the liquefaction hazard maps are appropriate which provide the useful information for geotechnical engineers to check the susceptibility of the area against liquefaction and evaluating the seismic safety plans
This study evaluates the standard penetration test (SPT)-based susceptibility of liquefaction in Eco-Delta city (Busan province) in South Korea

Summary

Introduction

Soil liquefaction refers to a phenomenon wherein a saturated soil loses strength in response to a dynamic load, usually earthquake shaking causing to increase in pore water pressure.

Results

Conclusion