The August 17, 1999 Marmara (Turkey) earthquake of magnitude (M-w = 7.4) struck the Marmara and Sakarya provinces in north-western part of Turkey. The earthquake caused substantial casualties and severe damages to structures. Adapazari in Sakarya province clearly suffered the worst damage due to geotechnical effects since the city is located over young riverbed sediments with soft and liquefiable silts and sands. Structures located on the surface of the liquefiable soils severely settled or tilted owing to the loss of bearing capacity of the soil. In this study, an assessment of liquefaction potential in Adapazari city during 17 August, 1999 Marmara earthquake is investigated based on Standard Penetration Test (SPT) measurements available. ...
ABSTRACT Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studie...
Turkey is one of the earthquake prone countries in the world. The seismicity of the northern part of...
This paper investigates the key parameters that influenced the settlement of a case study building o...
Ground movements in Adapazari (Turkey) during the 1999 Kocaeli earthquake caused large devastations ...
The August 17, 1999 Kocaeli-Turkey Earthquake (Mw=7.4) caused severe damage to the structures and li...
The Adana-Ceyhan earthquake (Ms = 6.2) occurred in the southern part of Turkey on 27 June 1998 and r...
Turkey having a long history of large earthquakes have been subjected to progressive adjacent earthq...
WOS: 000259988700005Turkey having a long history of large earthquakes have been subjected to progres...
Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studies have sh...
Ground failures in the form of liquefaction, loss of bearing capacity and soil softening have been o...
Evaluation of the liquefaction potential of a liquefaction-prone area is important for geotechnical ...
Abstract. The paper presents an estimation of liquefaction susceptibility of some soils from the coa...
WOS: 000338854100001Evaluation of the liquefaction potential of a liquefaction-prone area is importa...
Evaluation of the liquefaction potential of a liquefaction-prone area is important for geotechnical ...
This study presents the liquefaction potential in Kahramanmaras city, which is located on the seismi...
ABSTRACT Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studie...
Turkey is one of the earthquake prone countries in the world. The seismicity of the northern part of...
This paper investigates the key parameters that influenced the settlement of a case study building o...
Ground movements in Adapazari (Turkey) during the 1999 Kocaeli earthquake caused large devastations ...
The August 17, 1999 Kocaeli-Turkey Earthquake (Mw=7.4) caused severe damage to the structures and li...
The Adana-Ceyhan earthquake (Ms = 6.2) occurred in the southern part of Turkey on 27 June 1998 and r...
Turkey having a long history of large earthquakes have been subjected to progressive adjacent earthq...
WOS: 000259988700005Turkey having a long history of large earthquakes have been subjected to progres...
Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studies have sh...
Ground failures in the form of liquefaction, loss of bearing capacity and soil softening have been o...
Evaluation of the liquefaction potential of a liquefaction-prone area is important for geotechnical ...
Abstract. The paper presents an estimation of liquefaction susceptibility of some soils from the coa...
WOS: 000338854100001Evaluation of the liquefaction potential of a liquefaction-prone area is importa...
Evaluation of the liquefaction potential of a liquefaction-prone area is important for geotechnical ...
This study presents the liquefaction potential in Kahramanmaras city, which is located on the seismi...
ABSTRACT Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studie...
Turkey is one of the earthquake prone countries in the world. The seismicity of the northern part of...
This paper investigates the key parameters that influenced the settlement of a case study building o...