TY - GEN
T1 - Vacuum-assisted consolidation of a hydraulic landfill
AU - Jacob, A.
AU - Thevanayagam, S.
AU - Kavazanjian, E.
PY - 1994/1/1
Y1 - 1994/1/1
N2 - As part of the Pier 300 42-acre site ground modification project, a field test of vacuum-assisted preconsolidation of hydraulic fill was studied. The objective of the test was to assess the feasibility of this technology as an alternative or supplement to conventional surcharge techniques for ground improvement of future hydraulic fill sites at the port of Los Angeles. The test section was about 30×30 m2 consisting of prefabricated wick drains capped with a geomembrane, a slotted pipe collector system embedded in a sand blanket beneath the geomembrane, an anchor trench and protective cover medium for the membrane, and a vacuum pump. Instrumentation included high air-entrainment piezometers to measure negative pore pressures, monitoring of the ground surface settlement and multi-point borehole extensometers for deep settlement measurements. Results indicate that, due to less than optimum site conditions, the efficiency of vacuum consolidation was about 50 percent, or equivalent to about 3 meter of surcharge fill at the test site. Under better conditions or with a more effective membrane seal, higher efficiency and greater equivalent surcharge heights can be achieved, making vacuum-assisted consolidation an economically viable alternative or supplement to mechanical surcharges.
AB - As part of the Pier 300 42-acre site ground modification project, a field test of vacuum-assisted preconsolidation of hydraulic fill was studied. The objective of the test was to assess the feasibility of this technology as an alternative or supplement to conventional surcharge techniques for ground improvement of future hydraulic fill sites at the port of Los Angeles. The test section was about 30×30 m2 consisting of prefabricated wick drains capped with a geomembrane, a slotted pipe collector system embedded in a sand blanket beneath the geomembrane, an anchor trench and protective cover medium for the membrane, and a vacuum pump. Instrumentation included high air-entrainment piezometers to measure negative pore pressures, monitoring of the ground surface settlement and multi-point borehole extensometers for deep settlement measurements. Results indicate that, due to less than optimum site conditions, the efficiency of vacuum consolidation was about 50 percent, or equivalent to about 3 meter of surcharge fill at the test site. Under better conditions or with a more effective membrane seal, higher efficiency and greater equivalent surcharge heights can be achieved, making vacuum-assisted consolidation an economically viable alternative or supplement to mechanical surcharges.
UR - http://www.scopus.com/inward/record.url?scp=0028012967&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0028012967&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0028012967
SN - 078440027X
T3 - Geotechnical Special Publication
SP - 1249
EP - 1261
BT - Geotechnical Special Publication
A2 - Yeung, Albert T.
A2 - Felio, Guy Y.
PB - Publ by ASCE
T2 - Proceedings of the Conference on Vertical and Horizontal Deformations of Foundations and Embankments. Part 2 (of 2)
Y2 - 16 June 1994 through 18 June 1994
ER -