Soil liquefaction following earthquakes leads to excessive damage to a wide variety of structures. Settlement and rotation of structures following liquefaction have been witnessed in many of the recent earthquakes. Investigation of the mechanisms of failure of structure when the foundation soil suffers either partial or full liquefaction is therefore very important. Dynamic centrifuge tests were conducted at Cambridge and elsewhere on different boundary value problems in which liquefaction of soil models was investigated. Excess pore pressure data and the settlement data for the particular structure that is being investigated are recorded during the centrifuge tests. In this paper the centrifuge test results from a range of structures will ...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
Earthquake-induced liquefaction is a major concern for structures built on saturated cohesionless so...
Shallow foundations built on saturated deposits of granular soils in seismically active areas are, r...
Earthquake-induced liquefaction has been a complex and challenging topic in the field of geotechnica...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Larger scale dynamic centrifuge modeling has been used to examine the behavior of a soilpile-structu...
Soil liquefaction following large earthquakes is a major contributor to damage to infrastructure and...
In this paper the results of a series of dynamic centrifuge tests are reported. These tests were per...
The effects of liquefaction on deep foundations are very damaging and costly, and they keep recurrin...
Liquefaction-induced effects are a major threat to shallow foundations built on saturated sand depos...
Centrifuge models representing level uniform saturated deposits of relatively loose and dense sand w...
Underground structures located in liquefiable soil deposits are susceptible to floatation following ...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
Earthquake-induced liquefaction is a major concern for structures built on saturated cohesionless so...
Shallow foundations built on saturated deposits of granular soils in seismically active areas are, r...
Earthquake-induced liquefaction has been a complex and challenging topic in the field of geotechnica...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Earthquake-induced soil liquefaction can generate significant damage to low-rise structures, as evid...
Larger scale dynamic centrifuge modeling has been used to examine the behavior of a soilpile-structu...
Soil liquefaction following large earthquakes is a major contributor to damage to infrastructure and...
In this paper the results of a series of dynamic centrifuge tests are reported. These tests were per...
The effects of liquefaction on deep foundations are very damaging and costly, and they keep recurrin...
Liquefaction-induced effects are a major threat to shallow foundations built on saturated sand depos...
Centrifuge models representing level uniform saturated deposits of relatively loose and dense sand w...
Underground structures located in liquefiable soil deposits are susceptible to floatation following ...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
This state of art review discusses scaling principles for dynamic and earthquake geotechnical centri...
Earthquake-induced liquefaction is a major concern for structures built on saturated cohesionless so...
Shallow foundations built on saturated deposits of granular soils in seismically active areas are, r...