Location
New York, New York
Date
16 Apr 2004, 1:30pm - 3:30pm
Abstract
Liquefaction has typically been mitigated by in-situ densification; however vertical composite drains offer the possibility of preventing liquefaction and associated settlement while reducing the cost and time required for treatment. Three case histories are presented which describe the use of vertical drains to mitigate liquefaction hazard and techniques to control the flow of water exiting the drains. In addition, results from a test case are presented where controlled blasting techniques were used to evaluate drain performance in-situ. Blasting was successful in liquefying loose sand in an untreated test site. Similar blast charges were then detonated at adjacent sites treated with drains. Measurements demonstrated that the drains significantly increased the rate of pore pressure dissipation. In addition, the installation process typically densified the surrounding soil, thereby decreasing the liquefaction potential. Computer analyses successfully matched the measured response and suggest that the drains could be effective for earthquake events.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2004 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Rollins, Kyle M.; Goughnour, R. Robert; Anderson, J. K. S.; and Wade, Stacey F., "Liquefaction Hazard Mitigation by Prefabricated Vertical Drains" (2004). International Conference on Case Histories in Geotechnical Engineering. 4.
https://scholarsmine.mst.edu/icchge/5icchge/session12/4
Liquefaction Hazard Mitigation by Prefabricated Vertical Drains
New York, New York
Liquefaction has typically been mitigated by in-situ densification; however vertical composite drains offer the possibility of preventing liquefaction and associated settlement while reducing the cost and time required for treatment. Three case histories are presented which describe the use of vertical drains to mitigate liquefaction hazard and techniques to control the flow of water exiting the drains. In addition, results from a test case are presented where controlled blasting techniques were used to evaluate drain performance in-situ. Blasting was successful in liquefying loose sand in an untreated test site. Similar blast charges were then detonated at adjacent sites treated with drains. Measurements demonstrated that the drains significantly increased the rate of pore pressure dissipation. In addition, the installation process typically densified the surrounding soil, thereby decreasing the liquefaction potential. Computer analyses successfully matched the measured response and suggest that the drains could be effective for earthquake events.
