Direct evaluation of effectiveness of prefabricated vertical drains in liquefiable sand

• Published in: Soil dynamics and earthquake engineering (1984) 2004-10, Vol.24 (9), p.723-731
• Main Authors: Chang, Wen-Jong, Rathje, Ellen M, Stokoe, Kenneth H, Cox, Brady R
• Format: Article
• Language: English
• Subjects: Earth sciences; Earth, ocean, space; Earthquakes, seismology; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; In situ liquefaction test; Internal geophysics; Liquefaction; Natural hazards: prediction, damages, etc; Prefabricated drains; Remediation
• ISSN: 0267-7261; 1879-341X
• DOI: 10.1016/j.soildyn.2004.06.007

A dynamic full scale testing program was performed to quantitatively assess the effectiveness of prefabricated vertical drains as a liquefaction countermeasure. The testing program involved a new in situ liquefaction testing technique, which uses a large hydraulic vibrator to generate waves propagating through an embedded instrumentation area to measure the coupled soil-pore water response. The effectiveness of prefabricated vertical drains is assessed experimentally by comparing the pore pressure generation, pore pressure dissipation, and settlement from two reconstituted soil specimens; one without a drain in place and the other with a single drain installed. Because the prefabricated drain was installed during the specimen preparation process, no accompanying densification during installation occurred. Therefore, the effect of drainage alone was evaluated. The testing results show that the drainage provided by prefabricated drains can significantly reduce pore pressure generation, accelerate post-shaking pore pressure dissipation, and limit associated settlement. The outcome also shows that the new developed in situ liquefaction testing technique can be an alternative to quantitatively evaluate the effects of various liquefaction remediation techniques.