Int. J. Advanced Structures & Geotechnical Engineering
ISSN 2319-5347, ISI Impact Factor: 0.763
VOLUME 04 NO. 01 JANUARY 2015:
Title: Development of Seismic Hazard Map for Shigo Kas
Hydropower Project Area Considering Local Site Effects
Authors:
Muhammad Abid, Khan Shahzada, Muhammad Fahad, Mujahid
Khan, Khan Zeb
Abstract: This
research work aimed for development of seismic hazard
map for Shigo Kas hydropower project area based on
extensive geophysical and geotechnical investigations.
Seismic refraction survey was conducted on the lines at
the important structures for the delineation of the
subsurface lithology and other geophysical parameters. A
comprehensive seismic layout plan consisting of fourteen
lines (2.52 Kilometers) was formulated. The geophysical
data was processed by computer aided software IXRefrax
of Interpex Limited of USA to calculate the exact
average velocities of the layers and depth of each layer
under NSL. Four hundred meter rotary diamond drilling
has been executed to confirm the seismic refraction
survey results. The strata properties were used for site
response analysis by DEEPSOIL software using ground
motion data of Chi-Chi 1999 (TCU 078 EW) earthquake
record form PEER data base. The maximum magnitude
potential for the identified faults is calculated by
Wells and Coppersmith, 1994 relationship. The study
indicates that Main Mantle Thrust located 1.5 Km away
from intake site with potential of 7.8 magnitude is the
most seismogenic source. The shallow crystal earthquake
model of Campbell Bozorgnia et al., 2008 has been used.
NEES Integrated Seismic Risk Assessment Framework
(NISRAF) developed by Sheng-Lin and Professor Elnashai
at University of Illinois at Urbana-Champaign, USA has
been used for deterministic seismic hazard map in form
of contours. The PGA values at intake and power house
are 0.50 g and 0.40 g.
Keywords: Hazard Map; Seismic
Refraction Survey; Main Mantle Thrust; Deepsoil; Nisraf
Pages:
30-35