DETERMINISTIC SEISMIC HAZARD ANALYSIS (DSHA) OF DHA PHASE-1, RAWALPINDI
Keywords:
Deterministic Seismic Hazard Analysis (DSHA), DHA Phase-1 Rawalpindi, Main Boundary Thrust (MBT), Rawat Fault, Peak Ground Acceleration (PGA), Seismic Microzonation, Ground Prediction, Seismic Hazard Assessment.Abstract
Rawalpindi and Islamabad are two of the most seismically active areas, located near the main boundary thrust (MBT). Alongside this thrust zone are several faults: Murree, Margalla, Hazara, Jhelum, Rawat, and Riasi, which define the boundary between the Sub-Himalayan and Potwar Thrust (Monalisa et al., 2007; Khan & Khan, 2018). Due to the Destruction of high-rise buildings in Rawalpindi, the urgency for specific site seismic hazard assessment after the catastrophic earthquake of 2005 (Kashmir) was strongly felt in Islamabad & Rawalpindi. This study presents the deterministic seismic hazard analysis (DSHA) methodology for DHA Phase-1 Rawalpindi, located on the Potwar Plateau and an evolving commercial & residential region near the MBT system. This study summarizes the depth & foundation of DSHA by synthesizing and concluding existing seismic hazard studies for Islamabad and surrounding regions. The main four-step detailed process of DSHA is Determination of Source, Representation of source-to-site distance, and Selection of Ground-motion Estimation. In the literature, MBT Faults and Rawat Faults are located between 10 km and 30 km from the surroundings of DHA Phase-1 to control deterministic hazards, and these faults record Peak Ground Acceleration (PGA) estimated in the range of 0.15 g to 0.4 g based on controlling the fault. This analysis and results review form the methodological approach to give seismic microzonation and code compliance for DSHA for Site DHA Phase-1.












