More than 100 timber houses settled and tilted due to liquefaction at a housing development during the 2000 Tottoriken-seibu earthquake in Japan. Among the damaged houses, 47 houses tilted more than 15/1000. Heavily tilted houses were necessary to restore to become horizontal after the earthquake, though several houses, that tilted slightly, were not necessary to restore. The authors studied the boundary of the angle of the restored and non-restored houses. According to the study by the authors, the critical angle of tilting to restore houses was about 10/1000. The authors studied soil conditions also, and found that groundwater level was shallower than about 1.7 m in the damaged zone. This implies that small structures such as timber house...
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...
The purpose of this study is to investigate the process of the damage to a pile foundation located o...
金沢大学理工研究域地球社会基盤学系BackgroundIn April 2016, Kumamoto City, Japan, and its surroundings were hit by a s...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
金沢大学理工研究域環境デザイン学系The earthquakes of Chuetsu (2004) and Chuetsu offshore (2007) in Niigata Prefecture...
AbstractA massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, clai...
A massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, claiming 11 ...
AbstractAn overview of the geotechnical aspects of the building damage due to the 2011 Tohoku Pacifi...
金沢大学理工研究域地球社会基盤学系BackgroundOn September 6th, 2018, at 3:07 local time, a strong earthquake of magnit...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
Permanent ground displacement resulting from the 1964 Niigata Earthquake were studied based on pre- ...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
A dike section reinforced with geogrid against soil liquefaction was hit by a damaging earthquake in...
The 1995 Kobe Earthquake (Hyogoken-nanbu Earthquake) caused a severe damage to various kinds of stru...
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...
The purpose of this study is to investigate the process of the damage to a pile foundation located o...
金沢大学理工研究域地球社会基盤学系BackgroundIn April 2016, Kumamoto City, Japan, and its surroundings were hit by a s...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
金沢大学理工研究域環境デザイン学系The earthquakes of Chuetsu (2004) and Chuetsu offshore (2007) in Niigata Prefecture...
AbstractA massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, clai...
A massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, claiming 11 ...
AbstractAn overview of the geotechnical aspects of the building damage due to the 2011 Tohoku Pacifi...
金沢大学理工研究域地球社会基盤学系BackgroundOn September 6th, 2018, at 3:07 local time, a strong earthquake of magnit...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
Permanent ground displacement resulting from the 1964 Niigata Earthquake were studied based on pre- ...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
A dike section reinforced with geogrid against soil liquefaction was hit by a damaging earthquake in...
The 1995 Kobe Earthquake (Hyogoken-nanbu Earthquake) caused a severe damage to various kinds of stru...
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...
The purpose of this study is to investigate the process of the damage to a pile foundation located o...