Permanent ground displacement resulting from the 1964 Niigata Earthquake were studied based on pre- and post-earthquake aerial surveys. In the area along the Shinano River and the Tsusen River, extensive large ground displacements up to about 10 m occurred towards the river, though the ground was almost flat. To ascertain the mechanism of such large ground displacement, several detailed soil investigations were conducted. And it was clarified that the gradient of the ground surface, the gradient of the bottom of the liquefied layer and the thickness of the liquefied layer were main factors affecting to the such large ground displacement
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
A summary of significant developments in seismic liquefaction research and applications is presented...
In recent years landslide and large scale permanent ground displacements caused by liquefaction duri...
Natural sand deposits are in most cases heterogeneous and layered in the horizontal direction due to...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
To study the mechanism of permanent ground displacement due to liquefaction, shaking table tests wer...
AbstractDuring the 2011 off the Pacific Coast of Tohoku Earthquake, which was the largest earthquake...
The 1993 Hokkaido Nansei-Oki Earthquake of magnitude 7.8 caused widespread and significant damage in...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
On the data obtained from about 300 point boling in Niigata, the liquefaction potential of soils dur...
A massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, claiming 11 ...
AbstractA massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, clai...
The destructive earthquake that occurred March 11, 2011, in Japan was associated with widespread liq...
In response to a bitter experience in the 1995 Hyogo-ken Nambu (Kobe) earthquake, the level-2 ground...
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
A summary of significant developments in seismic liquefaction research and applications is presented...
In recent years landslide and large scale permanent ground displacements caused by liquefaction duri...
Natural sand deposits are in most cases heterogeneous and layered in the horizontal direction due to...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
To study the mechanism of permanent ground displacement due to liquefaction, shaking table tests wer...
AbstractDuring the 2011 off the Pacific Coast of Tohoku Earthquake, which was the largest earthquake...
The 1993 Hokkaido Nansei-Oki Earthquake of magnitude 7.8 caused widespread and significant damage in...
Extensive liquefaction-induced damages caused by the 2011 off the Pacific coast of Tohoku Earthquake...
On the data obtained from about 300 point boling in Niigata, the liquefaction potential of soils dur...
A massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, claiming 11 ...
AbstractA massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, clai...
The destructive earthquake that occurred March 11, 2011, in Japan was associated with widespread liq...
In response to a bitter experience in the 1995 Hyogo-ken Nambu (Kobe) earthquake, the level-2 ground...
The 2011 MW = 9.0 Tohoku-oki earthquake generated a large number of unique soil liquefaction case hi...
An overview of the geotechnical aspects of the building damage in the 2011 Tohoku Pacific earthquake...
A summary of significant developments in seismic liquefaction research and applications is presented...