Dissipation Pattern of Excess Pore Pressure after Liquefaction in Saturated Sand Deposits

포화된 모래지반의 액상화후 과잉간극수압 소산양상

  • 하익수 (서울대학교 지구환경시스템공학부) ;
  • 박영호 (현대건설 기술연구소) ;
  • 김명모 (서울대학교 지구환경시스템공학부)
  • Published : 2003.09.01

Abstract

The purpose of this study is to understand the dissipation pattern of excess pore pressure after liquefaction which governs the post-liquefaction behavior of liquefied sand deposits. 1-g shaking table tests were carried out on 5 different kinds of sands, all of which had high liquefaction potentials. During the tests excess pore pressure at various depths, and surface settlements were measured. The measured curve of the excess pore pressure dissipation was simulated using the solidification theory, and from the analysis of the velocity of dissipation, the dissipation pattern of excess pore pressure after liquefaction was examined. The dissipation velocity of excess pore pressure after liquefaction had a linear correlation with the effective grain size ( $D_{10}$) divided by the coefficient of uniformity ( $C_{u}$), and the increase in the initial relative density of the ground played a role in shifting this correlation curve toward an increased dissipation velocity. From the correlation, an approximate method was recommended for prediction of the dissipation curve of excess pore pressure after liquefaction in saturated sand deposits.s.s.

Keywords