Add to ORKGThe improvement of liquefaction foundations in seismic region has been concerning many engineers. The authors had carried out experimental studies on the improvement of saturated silty and fine sand foundations at the suburbs of Beijing by vibroflotation method. The test results are described and the improvement effects are evaluated in this paper
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
India has seen a substantial growth in various Soil Improvement Techniques over last decade. A parti...
Pore pressure generation, and post-liquefaction dissipation and densification characteristics are da...
The improvement of liquefaction foundations in seismic region has been concerning many engineers. Th...
Vibroflotation method has been used to improve sandy soils, especially to eliminate soil liquefactio...
Result of liquefiable soil treated with vibroflotation is recommended in this paper through the trea...
With the rapid pace of industrialization, structures are being designed and constructed in the flood...
There is evidence of great increase of pore pressures in saturated sand soils during cyclic loading ...
This paper presents some experience gathered during the implementation of soil improvement in foundi...
A method of evaluating liquefaction potential of sand by Static Cone Penetration Test (CPT) was firs...
Liquefaction mitigation in silty sands is a major challenge for geotechnical engineers, specialty c...
A summary of significant developments in seismic liquefaction research and applications is presented...
In the paper, first describes the condition of the testing ground, then the circumstances of test (p...
This paper presents a case study of liquefaction potential assessment carried out under an earth dam...
Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of silty sands was obser...
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
India has seen a substantial growth in various Soil Improvement Techniques over last decade. A parti...
Pore pressure generation, and post-liquefaction dissipation and densification characteristics are da...
The improvement of liquefaction foundations in seismic region has been concerning many engineers. Th...
Vibroflotation method has been used to improve sandy soils, especially to eliminate soil liquefactio...
Result of liquefiable soil treated with vibroflotation is recommended in this paper through the trea...
With the rapid pace of industrialization, structures are being designed and constructed in the flood...
There is evidence of great increase of pore pressures in saturated sand soils during cyclic loading ...
This paper presents some experience gathered during the implementation of soil improvement in foundi...
A method of evaluating liquefaction potential of sand by Static Cone Penetration Test (CPT) was firs...
Liquefaction mitigation in silty sands is a major challenge for geotechnical engineers, specialty c...
A summary of significant developments in seismic liquefaction research and applications is presented...
In the paper, first describes the condition of the testing ground, then the circumstances of test (p...
This paper presents a case study of liquefaction potential assessment carried out under an earth dam...
Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of silty sands was obser...
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
India has seen a substantial growth in various Soil Improvement Techniques over last decade. A parti...
Pore pressure generation, and post-liquefaction dissipation and densification characteristics are da...