LIQUEFACTION PROBABILITY FROM MAGNITUDE 7+ EARTHQUAKE IN DHAKA MEGACITY, BANGLADESH
Prior research mapped the liquefaction risk in Bangladesh's capital city using the liquefaction potential index. Based on 53 Standard Penetration Test (SPT) results, three zones were classified where the probability of surface manifestation of liquefaction were found in between 8% to 72% for an earthquake scenario having a magnitude of 7.0. The current study aims to find the liquefaction resistance from field measurements of shear wave velocity. The use of share wave velocity as field index of liquefaction resistance is well-founded because both the share wave velocity and Cyclic Stress Ratio are similarly, but not proportionally, impacted by void ratio, effective confining loads, stress history, and geologic age. In soils that are difficult to penetrate with SPT or to retrieve undisturbed samples, including gravelly soils, as well as at locations where borings or soundings may not be authorized, share wave velocity measurements are possible. The unplanned and vulnerable buildings are being built to accommodate the enormous amount of population at Dhaka, the capital city of Bangladesh. A moderate earthquake will lead to major structure collapse and the possible liquefaction would exacerbate the destruction and loss of lives at Dhaka city, Bangladesh.