The Canadian Geotechnical engineering community has embarked on a major study regarding the liquefaction of sand entitled The Canadian Liquefaction Experiment (CANLEX) through a collaborative effort of industry, engineering consultants and university participants, with the support of the Natural Sciences and Engineering Research Council of Canada (NSERC). The study is examining the characterization of sand for dynamic and static liquefaction. The project was started in 1993 and is expected to last at least 3 years with equal funding by both industry and NSERC for a total of about C$1.8M. This paper provides a brief progress report on the Project. Three test sites have been selected and characterized using in-situ testing, conventional sampl...
A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefiab...
Undrained cyclic triaxial tests were performed on undisturbed samples of natural soil deposits in or...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
The Canadian geotechnical engineering community has completed a major collaborative 5 year research ...
In current engineering practice, the liquefaction susceptibility of soil is assessed by in-situ tes...
Developments in the analysis and assessment of liquefaction potential since 1976 are critically revi...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
The increasing size and number of tailings impoundments and the relatively recent awareness of the s...
The current laboratory procedures for evaluating liquefaction potential are still the same as 40 yea...
Significant developments in procedures for evaluating liquefaction potential and the post-liquefacti...
This series of studies explores the liquefaction behaviour of cohesionless mine tailings and a natur...
Liquefaction assessments of gravels and soils that contain a large gravel fraction are difficult. Un...
A field liquefaction test was conducted in Delta, B.C., Canada. The target layer was a loose sandy s...
Most of our understandin9 of the liquefaction phenomenon has come from laboratory tests. It would be...
Within the presented research, model tests were performed in 1-g conditions to investigate the lique...
A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefiab...
Undrained cyclic triaxial tests were performed on undisturbed samples of natural soil deposits in or...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
The Canadian geotechnical engineering community has completed a major collaborative 5 year research ...
In current engineering practice, the liquefaction susceptibility of soil is assessed by in-situ tes...
Developments in the analysis and assessment of liquefaction potential since 1976 are critically revi...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
The increasing size and number of tailings impoundments and the relatively recent awareness of the s...
The current laboratory procedures for evaluating liquefaction potential are still the same as 40 yea...
Significant developments in procedures for evaluating liquefaction potential and the post-liquefacti...
This series of studies explores the liquefaction behaviour of cohesionless mine tailings and a natur...
Liquefaction assessments of gravels and soils that contain a large gravel fraction are difficult. Un...
A field liquefaction test was conducted in Delta, B.C., Canada. The target layer was a loose sandy s...
Most of our understandin9 of the liquefaction phenomenon has come from laboratory tests. It would be...
Within the presented research, model tests were performed in 1-g conditions to investigate the lique...
A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefiab...
Undrained cyclic triaxial tests were performed on undisturbed samples of natural soil deposits in or...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...