In response to an urgent need for field data from instrumented liquefaction sites, the U.S. Geological Survey in 1982 selected and instrumented a site in southern California called the Wildlife site. Two accelerometers (one at ground surface and one at a depth of 7.5 m) and six electrical pore-pressure transducers (five in a liquefiable silty sand layer) were placed at the site. The November 1987 Superstition Hills earthquake triggered sand boils and the desired instrumental response by generating excess pore-water pressure that approximately equaled the initial effective overburden pressure. These records are the first from a field site to trace ground motions and pore pressures through the entire liquefaction process. Because pore pressur...
By installing several sets of piezometers and a seismograph in a recently reclaimed sand deposit on ...
Current stress-based procedures for characterizing earthquake loading (uniform stress cycles with am...
This paper discusses the interpretation of the pore water dissipation curves obtained during a piezo...
Acceleration and pore-pressure data were recorded at the Wildlife Site during the magnitude 6.6 Imp...
Acceleration and pore-pressure data were recorded at the Wildlife Site during the magnitude 6.6 Imp...
Liquefaction in saturated sandy deposits is one of the most dramatic causes of damage to structures ...
Liquefaction in saturated sandy deposits is one of the most dramatic causes of damage to structures ...
Among the few potentially liquefiable sites around the world that have been permanently instrumente...
Among the few potentially liquefiable sites around the world that have been permanently instrumente...
Pore pressure changes have been measured in fine sand deposits that are known to have liquefied duri...
Pore pressure changes have been measured in fine sand deposits that are known to have liquefied duri...
The first half of this report documents an investigation of level ground sites of liquefaction durin...
The main objective of this dissertation is directed towards developing relationships to evaluate liq...
Abstract Excess pore-water pressure and liquefaction at the Wildlife Liquefaction Array in 1987 were...
Field penetration data and cyclic laboratory test data are presented for evaluating the seismically ...
By installing several sets of piezometers and a seismograph in a recently reclaimed sand deposit on ...
Current stress-based procedures for characterizing earthquake loading (uniform stress cycles with am...
This paper discusses the interpretation of the pore water dissipation curves obtained during a piezo...
Acceleration and pore-pressure data were recorded at the Wildlife Site during the magnitude 6.6 Imp...
Acceleration and pore-pressure data were recorded at the Wildlife Site during the magnitude 6.6 Imp...
Liquefaction in saturated sandy deposits is one of the most dramatic causes of damage to structures ...
Liquefaction in saturated sandy deposits is one of the most dramatic causes of damage to structures ...
Among the few potentially liquefiable sites around the world that have been permanently instrumente...
Among the few potentially liquefiable sites around the world that have been permanently instrumente...
Pore pressure changes have been measured in fine sand deposits that are known to have liquefied duri...
Pore pressure changes have been measured in fine sand deposits that are known to have liquefied duri...
The first half of this report documents an investigation of level ground sites of liquefaction durin...
The main objective of this dissertation is directed towards developing relationships to evaluate liq...
Abstract Excess pore-water pressure and liquefaction at the Wildlife Liquefaction Array in 1987 were...
Field penetration data and cyclic laboratory test data are presented for evaluating the seismically ...
By installing several sets of piezometers and a seismograph in a recently reclaimed sand deposit on ...
Current stress-based procedures for characterizing earthquake loading (uniform stress cycles with am...
This paper discusses the interpretation of the pore water dissipation curves obtained during a piezo...