Abstract
Risk due to induced ground deformations has been observed from past seismic events.
From the geographical statistics, it is evident that 60% of the Indian land mass is
vulnerable to earthquakes of MSK intensity of VII or higher. Ground motion intensity
due to an earthquake changes as it disseminates through the soil media from bedrock
to the surface. The ground response because of an earthquake mainly depends on the
magnitude of the event, geological details of the location, surface topography, fault
mechanism, propagation path length between source and the site, dynamic properties
of the soil medium (Abrahamson and Shedlock, 1997) and other local site conditions.
Ground characteristics may result in amplification (causing resonance) or ground
motion attenuation. Frequency of the ground motion is controlled by amplification
mechanism. Source, path and site characterization were considered as the deciding
factors of seismic ground motion intensity. Local site conditions are also considered
as triggering factors of liquefaction. Therefore, estimation of local site effects can be
substantial in seismic hazard assessment of an area. Probabilistic seismic hazard
assessment, dynamic site characterization and ground response analysis provide an
indispensable base for quantifying the seismic hazard associated with an area. Though
design engineers are provided with macro level solutions for geotechnical and
geological problems such as hazard maps, earthquake catalogs etc., from the past
literature as well as practical experiences it was evident that they are not reliable in
predicting the exact strong ground motion. In addition to this rapid infrastructure
development with poor construction practices in terms of quality, mushrooming of
structures and increased population growth rate also makes the country very
vulnerable for earthquake damage. Hence it is very important to carry out the dynamic
site characterization and site specific hazard assessment considering geotechnical,
geological, geophysical and seismotectonic features.
In this thesis, an attempt has been made to carry out seismic hazard assessment
studies in the study area i.e., Vishakhapatnam. Also as an application of the results
from hazard assessment studies, earthquake resistant design of pile supported wharf
has been carried out considering the local site conditions in the study area.
Vishakhapatnam lies in east coast region of southern India, falls under seismic zone II
(IS: 1893, 2016) according to seismic zonation map of India. It has two operational
ports making it the financial capital of the state and prominent in terms of trade and economy. Addressing the seismicity in the study area, seismic activity in the Eastern
Ghats mobile belt region of southern part of India and Bay of Bengal has increased
due to subduction of Burma tectonic plate towards the Bay of Bengal, which resulted
in reactivation of older inactive faults and also new faults development (Reddy and
Chandrakala, 2004). Therefore, increasing seismic risk and importance of the study
area has motivated the researchers to conduct detailed ground response analysis and
estimation of local site effects. Probabilistic seismic hazard assessment (PSHA) has
been carried out to quantify the seismicity associated with the study area. Extensive
geotechnical data has been collected from various private and public organizations.
Using the available geotechnical data 1D and 2D soil profiles have been generated.
Rock outcrops and landfilled sites have been identified from the soil profiles.
Equivalent linear ground response analysis has been carried out to estimate the peak
ground acceleration at various locations in the study area using DEEPSOIL (Youssef,
2009). The surface PGA values obtained have been used in liquefaction hazard
assessment using stress based method (SBM) and energy based method (EBM).
Hazard maps were generated from the estimated values of PGA and factor of safety
against liquefaction (FL) from both the approaches. The city has been characterized
into different zones of varying hazard with respect to PGA and FL. Soft soils may
amplify or de-amplify the ground motion resulting in increased or decreased ground
shaking intensity and remains as one of the deciding factor in seismic hazard intensity
(Neelima and Towhata, 2016). Hence to estimate the effect of local site conditions,
microtremor testing has been carried out at 75 locations and predominant frequency
map has been developed for the study area using H/V spectral ratio method
(Nakamura, 1989).
The dynamic parameters are further used as input in seismic design and analysis
of pile supported wharf structure in the study area. As mentioned earlier, the study
area is having two operational ports contributing to the economy of the state and the
country. Therefore designing the port structures considering the seismicity and local
conditions will be of great importance. As