During the Hokkaido-Nansei-Oki Earthquake, a high-land area around the foot of the volcano, Mt. Komagatake, in Hokkaido in Northern Japan experienced liquefaction phenomena inflicting damages of differential settlement in some tens of houses in the area. Several kinds of geotechnical site investigations were carried out to study the cause of the damage in a typical liquefaction site. Trenching and geological survey disclosed that Holocene debris avalanche deposit containing a plenty of large rocks actually liquefied. The undrained cyclic triaxial test was carried out on large intact samples taken out by the in-situ freezing sampling. The stress ratio measured in the test was in accordance with the seismic induced stress ratio estimated from...
This report describes the damage and ground movements observed in the residential area of Satozuka 1...
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
The 1993 Hokkaido Nansei-Oki Earthquake of magnitude 7.8 caused widespread and significant damage in...
In general, gravelly soil layers are considered to be less susceptible to liquefy during earthquakes...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
Following the M7.0 strike-slip earthquake near Kumamoto, Japan, in April of 2016, most geotechnical ...
This paper seeks to investigate the properties of volcanic soil from the Aratozawa landslide, the la...
The purpose of this paper is to present the geotechnical investigation results of some liquefaction ...
Hokkaido, Japan was attacked by earthquakes of magnitude 7.8 twice in January and July, 1993. One is...
A geotechnical investigation for the design and construction of an air-inflated rubber dam (for grou...
The destructive earthquake that occurred March 11, 2011, in Japan was associated with widespread liq...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
An intense earthquake (MW = 6.4) occurred in western Iran, about 225 km west of Tehran at 7:28 local...
This report describes the damage and ground movements observed in the residential area of Satozuka 1...
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
The 1993 Hokkaido Nansei-Oki Earthquake of magnitude 7.8 caused widespread and significant damage in...
In general, gravelly soil layers are considered to be less susceptible to liquefy during earthquakes...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
Following the M7.0 strike-slip earthquake near Kumamoto, Japan, in April of 2016, most geotechnical ...
This paper seeks to investigate the properties of volcanic soil from the Aratozawa landslide, the la...
The purpose of this paper is to present the geotechnical investigation results of some liquefaction ...
Hokkaido, Japan was attacked by earthquakes of magnitude 7.8 twice in January and July, 1993. One is...
A geotechnical investigation for the design and construction of an air-inflated rubber dam (for grou...
The destructive earthquake that occurred March 11, 2011, in Japan was associated with widespread liq...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
An intense earthquake (MW = 6.4) occurred in western Iran, about 225 km west of Tehran at 7:28 local...
This report describes the damage and ground movements observed in the residential area of Satozuka 1...
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...