A Simple Method for Predicting Lateral Earth Pressure in Consideration of Construction Speed of Embankment

성토 재하속도를 고려한 측방토압의 간이예측법

  • Im, Eun-Sang (Groundwater and Geotechnics Research Center, Korea Institute of Water and Environment, KOWACO) ;
  • Kim, Hyoung-Soo (Groundwater and Geotechnics Research Center, Korea Institute of Water and Environment, KOWACO) ;
  • Kim, Tae-Hoon (DAEWOO Eng. & Cons. CO. LTD)
  • 임은상 (수자원연구원, 지하수지반연구소) ;
  • 김형수 (수자원연구원, 지하수지반연구소) ;
  • 김태훈 (대우건설기술연구소)
  • Published : 2005.03.25

Abstract

In evaluating the stability of underground structures and designing prevention methods against the lateral flow, it is necessary to predict the amount and the distribution of the lateral earth pressure acting on these retaining structures. However, because the lateral deformation of real ground is a very complex phenomenon influenced by interaction between volumetric deformation bringing an increase of stability of ground and shear deformation causing failure of ground, any appropriate methods for estimating the lateral earth pressure in consideration of the geotechnical properties of ground and the construction conditions in embankment have not been developed as yet. Therefore, a prediction method, which considers effects of a construction speed of embankment, using the Boussinesq's solution based on the elasticity theory without using complex numerical analyses such as finite element analyses is proposed in this research.

Keywords