JDR Vol.7 No.6 pp. 733-738
doi: 10.20965/jdr.2012.p0733


Effects of Horizontal Drainage Layer for Seepage Control on Mitigation of Liquefaction of Levee Body

Akihiro Takahashi

Department of Civil Engineering, Tokyo Institute of Technology, 2-12-1-M1-3 Oh-okayama, Meguro, Tokyo 152-8552, Japan

July 25, 2012
October 12, 2012
December 1, 2012
the 2011 Tohoku Pacific Earthquake, liquefaction, levee, drainage layer for seepage control

The 2011 Tohoku Pacific Earthquake of March 11 caused extensive damage due to soil liquefaction, triggering major deformations in and eventual collapse of levees. At the same time, the effectiveness of measures to counter the liquefaction of levee foundations was confirmed in many places. In addition, measures for seepage control, such as cut-offs with steel sheet piles for foundation under-seepage and horizontal drainage layers for seepage through embankments, were effective in mitigating large liquefaction-induced deformation of levees in some places. This paper focuses on the effects of the horizontal drainage layer for seepage control on the mitigation of the liquefaction of levees and reports the results of numerical analysis on a levee that survived the earthquake. Analysis results reveal that effects of the drainage layer on the mitigation of levee deformation were unexpectedly low, while a marked difference was seen at the site. Accepting the limitations of numerical analysis, it can be concluded that (1) the major function of the horizontal drainage layer on liquefaction-induced levee damage was to lower the water table in the levee and (2) drainage did not help much in the dissipation of excess pore water pressure in the levee during an earthquake.

Cite this article as:
Akihiro Takahashi, “Effects of Horizontal Drainage Layer for Seepage Control on Mitigation of Liquefaction of Levee Body,” J. Disaster Res., Vol.7, No.6, pp. 733-738, 2012.
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Last updated on Mar. 05, 2021