Soil Liquefaction is a phenomenon of loss of strength of the granural soil layers due to increased pore water stress caused by earthquake shocks. Soil liquefaction can cause material and life damage if occurs in the developed area. Kulon Progo Regency based on the Atlas of Liquefaction Susceptibility Zones in 2019, has high susceptibility zones, which has the potential for flow liquefaction, lateral spreading, vertical displacement, and sand boil. This study aims to assess the exposure and loss index in liquefaction hazard zone based on the characteristics of land use and social demographic. The exposure index is obtained from overlaying between susceptibility map and liquefaction exposure variables, when the loss assessment is done by simu...
AbstractThe research was conducted to predict the potential liquefaction that may happen on some are...
Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studies have sh...
Liquefaction is a condition of continuous soil mass deformation at residual stress due to increasing...
Soil Liquefaction is a phenomenon of loss of strength of the granural soil layers due to increased p...
In 2000 to 2009, at least two big earthquakes happened in Bengkulu. The first earthquake occurred in...
Liquefaction is one of the impacts caused by earthquakes, where liquefaction is a phenomenon of loss...
Liquefaction is one of the impacts caused by earthquakes, where liquefaction is a phenomenon of loss...
The thesis provides a complete liquefaction potential hazard study for shoreline of 1972 km covering...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
AbstractThe event of earthquake may induce the occurrence of liquefaction hazard. Liquefaction could...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
The Padang earthquake of M7.6 on 30 September 2009 (30S’09) caused damage to buildings, houses, publ...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
The Padang earthquake of M7.6 on 30 September 2009 (30S’09) caused damage to buildings, houses, publ...
AbstractThe liquefaction potential in Padang based on the observation and examination is described i...
AbstractThe research was conducted to predict the potential liquefaction that may happen on some are...
Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studies have sh...
Liquefaction is a condition of continuous soil mass deformation at residual stress due to increasing...
Soil Liquefaction is a phenomenon of loss of strength of the granural soil layers due to increased p...
In 2000 to 2009, at least two big earthquakes happened in Bengkulu. The first earthquake occurred in...
Liquefaction is one of the impacts caused by earthquakes, where liquefaction is a phenomenon of loss...
Liquefaction is one of the impacts caused by earthquakes, where liquefaction is a phenomenon of loss...
The thesis provides a complete liquefaction potential hazard study for shoreline of 1972 km covering...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
AbstractThe event of earthquake may induce the occurrence of liquefaction hazard. Liquefaction could...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
The Padang earthquake of M7.6 on 30 September 2009 (30S’09) caused damage to buildings, houses, publ...
One of the reasons of subsoil liquefaction are cyclical loads induced from earthquake. It generally ...
The Padang earthquake of M7.6 on 30 September 2009 (30S’09) caused damage to buildings, houses, publ...
AbstractThe liquefaction potential in Padang based on the observation and examination is described i...
AbstractThe research was conducted to predict the potential liquefaction that may happen on some are...
Bengkulu City is one of the areas vulnerable to earthquakes in Indonesia and several studies have sh...
Liquefaction is a condition of continuous soil mass deformation at residual stress due to increasing...