Javascript must be enabled to continue!
Geophysical and geotechnical factors in urban planing: Bursa (Nilüfer, Osmangazi, and Yildirim) cases
View through CrossRef
Abstract. The study area covers the Central of Bursa, Osmangazi, Yildirim, Gürsü, Kestel and Nilüfer District boundaries in Bursa. The seismic process deals with the occurrence of an earthquake event and the process of wave propagation from the source to the site. Local amplification caused by surficial soft soils is a significant factor in destructive earthquake motion. In the first phase of this study, it is investigated the ground motion level and soil amplifications for Bursa city. For his aim, probabilistic and deterministic earthquake hazard analysis (including acceleration estimations) will be carried out for the region. Local amplification caused by surficial soft soils is a significant factor in destructive earthquake motion. In the first phase of this study, it is investigated the ground motion level and soil acharacterization for the region. For his aim, probabilistic earthquake hazard analysis (including acceleration estimations) was carried out for the region. Then, soil shear wave velocities were estimated from data obtained by MASW measurements. Soil liquefaction is a natural event in which the strength and stiffness of a soil are reduced by earthquake vibrations or other dynamic loadings. As it is known, liquefaction occurs in saturated soils, that is, soils in which the space between individual particles is completely filled with water. One of liquefaction evaluation methods is based on the cyclic stress approach. In this method, a safety factor is defined as CRR/CSR. CRR is a cyclic resistance ratio that represents soil liquefaction susceptibility, and CSR is the cyclic stress ratio that represents the earthquake effect. In the second phase of this study, possible soil potential index (PL) and ground induced settlements were estimated by using Isihara ve Yoshimine (1990) approach. All results on liquefaction potential index (Pl), liquefaction induced settlements and soil shear wave velocities in Bursa (Turkey) City were compared with each other. Finally, a seismic microzonation map was prepared by the integration of geophysical and geotechnical data for urban planning purposes.
Copernicus GmbH
Title: Geophysical and geotechnical factors in urban planing: Bursa (Nilüfer, Osmangazi, and Yildirim) cases
Description:
Abstract.
The study area covers the Central of Bursa, Osmangazi, Yildirim, Gürsü, Kestel and Nilüfer District boundaries in Bursa.
The seismic process deals with the occurrence of an earthquake event and the process of wave propagation from the source to the site.
Local amplification caused by surficial soft soils is a significant factor in destructive earthquake motion.
In the first phase of this study, it is investigated the ground motion level and soil amplifications for Bursa city.
For his aim, probabilistic and deterministic earthquake hazard analysis (including acceleration estimations) will be carried out for the region.
Local amplification caused by surficial soft soils is a significant factor in destructive earthquake motion.
In the first phase of this study, it is investigated the ground motion level and soil acharacterization for the region.
For his aim, probabilistic earthquake hazard analysis (including acceleration estimations) was carried out for the region.
Then, soil shear wave velocities were estimated from data obtained by MASW measurements.
Soil liquefaction is a natural event in which the strength and stiffness of a soil are reduced by earthquake vibrations or other dynamic loadings.
As it is known, liquefaction occurs in saturated soils, that is, soils in which the space between individual particles is completely filled with water.
One of liquefaction evaluation methods is based on the cyclic stress approach.
In this method, a safety factor is defined as CRR/CSR.
CRR is a cyclic resistance ratio that represents soil liquefaction susceptibility, and CSR is the cyclic stress ratio that represents the earthquake effect.
In the second phase of this study, possible soil potential index (PL) and ground induced settlements were estimated by using Isihara ve Yoshimine (1990) approach.
All results on liquefaction potential index (Pl), liquefaction induced settlements and soil shear wave velocities in Bursa (Turkey) City were compared with each other.
Finally, a seismic microzonation map was prepared by the integration of geophysical and geotechnical data for urban planning purposes.
Related Results
RE-ANALYSIS OF WILLIAM FROUDE’S STUDIES OF PLANING CRAFT
RE-ANALYSIS OF WILLIAM FROUDE’S STUDIES OF PLANING CRAFT
One of William Froude’s lesser-known contributions to the field of Naval Architecture was in conducting some of the earliest studies on planing craft. Froude’s research was prompte...
Integrating Environmental Sustainability into Civil and Geotechnical Design for Energy Infrastructure
Integrating Environmental Sustainability into Civil and Geotechnical Design for Energy Infrastructure
The global shift towards sustainable development has placed increasing emphasis on the integration of environmental
sustainability within the design, construction, and management o...
Territories -in- between
Territories -in- between
There is an increasing body of literature suggesting that the conventional idea of a gradual transition in spatial structure from urban to rural does not properly reflect contempor...
Retinitis Pigmentosa
Retinitis Pigmentosa
In studying the cases with typical and atypical pigmentary degeneration of the retina we strived to analyse in the clinical material all ophthalmoscopic and ocular changes together...
Microwave Ablation with or Without Chemotherapy in Management of Non-Small Cell Lung Cancer: A Systematic Review
Microwave Ablation with or Without Chemotherapy in Management of Non-Small Cell Lung Cancer: A Systematic Review
Abstract
Introduction
Microwave ablation (MWA) has emerged as a minimally invasive treatment for patients with inoperable non-small cell lung cancer (NSCLC). However, whether it i...
Is There Anything Better Than LRFD For Simplified Geotechnical RBD?
Is There Anything Better Than LRFD For Simplified Geotechnical RBD?
Geotechnical design codes, be it reliability-based or otherwise, must cater to diverse local site conditions and diverse local practices that grew and adapted over the years to sui...
Bursa Türkülerinin Göstergeleri
Bursa Türkülerinin Göstergeleri
Bursa; siyasi, tarihi, mimari ve kültürel açıdan geçmişten günümüze kod aktaran yapıdaki türküleriyle adından söz ettiren bir şehirdir. Bu yönüyle pek çok edebi esere konu olmakla ...
Adaptive Planning for Resilient Coastal Waterfronts
Adaptive Planning for Resilient Coastal Waterfronts
Many delta and coastal cities worldwide face increasing flood risk due to changing climate conditions and sea level rise. The question is how to develop measures and strategies for...

