Javascript must be enabled to continue!
AN EVALUATION OF LIQUEFACTION POTENTIAL IN THE REGION OF PADANG CITY
View through CrossRef
Padang City is a city located on the Coastline of West Sumatra Coast that is vulnerable to earthquakes and tsunamis. This vulnerability allows the liquefaction phenomenon when an earthquake occurs. Factors affecting liquefaction are soil type, grain grading, ground water level, relative density and vibration. This study aims to analyze the liquefaction potential based on the value of safety factors obtained by using the Seed et al (1985) method and the Liquefaction Potential Index (LPI) method which aims to map the liquefaction based on the level of liquefaction potential at the location being reviewed. Earthquake data is using the Indonesia meterological, climatology, and geophysics agency (BMKG) (2009-2019) and maximum ground surface acceleration (PGA) using the attenuation equation from Young et al. The liquefaction calculation parameters are judged by a safety factor (FS), if FS> 1 it means there is no potential for liquefaction and if FS <1 means there is potentially liquefaction possibility. Based on calculations from these methods, the results obtained from the ten location points reviewed were almost all sites potentially liquefaction based on variations in earthquake magnitude with sand and silt soil types and other types of soil with an average groundwater level below 1.5m.
Title: AN EVALUATION OF LIQUEFACTION POTENTIAL IN THE REGION OF PADANG CITY
Description:
Padang City is a city located on the Coastline of West Sumatra Coast that is vulnerable to earthquakes and tsunamis.
This vulnerability allows the liquefaction phenomenon when an earthquake occurs.
Factors affecting liquefaction are soil type, grain grading, ground water level, relative density and vibration.
This study aims to analyze the liquefaction potential based on the value of safety factors obtained by using the Seed et al (1985) method and the Liquefaction Potential Index (LPI) method which aims to map the liquefaction based on the level of liquefaction potential at the location being reviewed.
Earthquake data is using the Indonesia meterological, climatology, and geophysics agency (BMKG) (2009-2019) and maximum ground surface acceleration (PGA) using the attenuation equation from Young et al.
The liquefaction calculation parameters are judged by a safety factor (FS), if FS> 1 it means there is no potential for liquefaction and if FS <1 means there is potentially liquefaction possibility.
Based on calculations from these methods, the results obtained from the ten location points reviewed were almost all sites potentially liquefaction based on variations in earthquake magnitude with sand and silt soil types and other types of soil with an average groundwater level below 1.
5m.
Related Results
Comportement des sols sous liquéfaction artificielle, amélioration des sols à risques liquefiable
Comportement des sols sous liquéfaction artificielle, amélioration des sols à risques liquefiable
La liquéfaction des sols a provoqué et provoque des dégâts importants sur les infrastructures et les constructions. Ce phénomène a, pour ces raisons, fait l’objet de nombreuses étu...
Liquefaction Potential based on ground investigation data and natural frequency
Liquefaction Potential based on ground investigation data and natural frequency
Abstract
An earthquake can trigger other disasters. Liquefaction is one of them and it occurs due to the reduction or loss of effective stress in soil due to cyclic loads. ...
Elucidation of Seismic Soil Liquefaction Significant Factors
Elucidation of Seismic Soil Liquefaction Significant Factors
The paper develops a framework to analyze the interactions among seismic soil liquefaction significant factors using the interpretive structural model (ISM) approach based on cone ...
Partially saturated soils and liquefaction potential - Effect of suction and stiffness
Partially saturated soils and liquefaction potential - Effect of suction and stiffness
Sοls partiellement saturés et pοtentiel de liquéfactiοn - Effet de la succiοn et de la rigidité
La liquéfaction des sols granulaires saturés est reconnue comme l’un...
Earthquake-induced soil liquefaction under drained conditions
Earthquake-induced soil liquefaction under drained conditions
Liquéfaction du sol induite par tremblement de terre dans des conditions drainées
La liquéfaction des sols induite par les tremblements de terre est un phénomène co...
Evaluation of liquefaction potential in flow liquefaction area in Palu City after the 28th September 2018 Donggala-Palu Earthquake
Evaluation of liquefaction potential in flow liquefaction area in Palu City after the 28th September 2018 Donggala-Palu Earthquake
The occurrence of flow liquefaction phenomena, locally termed Nalodo, during the Donggala-Palu earthquake on 28 September 2018 destroyed some residential areas and infrastructures ...
Liquifaction Potential of the Yukon Prodelta, Bering Sea
Liquifaction Potential of the Yukon Prodelta, Bering Sea
ABSTRACT
The Yukon prodelta is exposed to large storm waves propagating northward from the southern Bering Sea. Shallow water depths of the prodelta enhance the t...
Assessment of Standard Penetration Test (SPT) based Liquefaction Potential Index of Gorakhpur City, Uttar Pradesh, India
Assessment of Standard Penetration Test (SPT) based Liquefaction Potential Index of Gorakhpur City, Uttar Pradesh, India
ABSTRACT
The devastating 7.8 Mw seismic event that struck Nepal on April 25, 2015, led to extensive structural collapse and loss of life due to severe seismically in...

