Add to ORKGThis paper describes the significant settlement of buildings on saturated soft clay due to Tangshan earthquake. Results of dynamic triaxial tests and analysis of stress in subsoil will be given. The factors which influence the settlement will also be discussed herein
This paper presents an investigation of soil liquefaction and ground settlement in the 1999 Chi-Chi,...
Following the devastating earthquake disaster in Bam city, Iran, a reconnaissance team was sent to t...
AbstractAn overview of the geotechnical aspects of the building damage due to the 2011 Tohoku Pacifi...
This paper develops an analytical method for the calculation of the earthquake-induced settlement of...
In this paper, a number of case histories of typical earthquakes dams and levees which have been dam...
An analytical study is carried out to predict the immediate settlement of the structures during eart...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation...
Earthquake-induced settlements in clay is derived from both undrained shear deformation and post-ear...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
This paper gives a series of case histories of earth dams which have been damaged by strong earthqua...
There are many small earth dams for irrigation called TAMEIKE in Japan, Most of them were construc...
By analyzing the seismic mechanism of the Tangshan earthquake and its pattern of movement through th...
This paper reports failure of retaining structures related to the 1999 Chi-Chi earthquake. On Septem...
Seismically induced settlement of buildings with shallow foundations on liquefiable soils has result...
This paper presents an investigation of soil liquefaction and ground settlement in the 1999 Chi-Chi,...
Following the devastating earthquake disaster in Bam city, Iran, a reconnaissance team was sent to t...
AbstractAn overview of the geotechnical aspects of the building damage due to the 2011 Tohoku Pacifi...
This paper develops an analytical method for the calculation of the earthquake-induced settlement of...
In this paper, a number of case histories of typical earthquakes dams and levees which have been dam...
An analytical study is carried out to predict the immediate settlement of the structures during eart...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation...
Earthquake-induced settlements in clay is derived from both undrained shear deformation and post-ear...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
This paper gives a series of case histories of earth dams which have been damaged by strong earthqua...
There are many small earth dams for irrigation called TAMEIKE in Japan, Most of them were construc...
By analyzing the seismic mechanism of the Tangshan earthquake and its pattern of movement through th...
This paper reports failure of retaining structures related to the 1999 Chi-Chi earthquake. On Septem...
Seismically induced settlement of buildings with shallow foundations on liquefiable soils has result...
This paper presents an investigation of soil liquefaction and ground settlement in the 1999 Chi-Chi,...
Following the devastating earthquake disaster in Bam city, Iran, a reconnaissance team was sent to t...
AbstractAn overview of the geotechnical aspects of the building damage due to the 2011 Tohoku Pacifi...