Application of flat DMT and ANN for reliable estimation of undrained shear strength of Korean soft clay

국내 연약지반의 신뢰성있는 비배수 전단강도 추정을 위한 flat DMT와 인공신경망 이론의 적용

  • 변위용 (한국과학기술원 건설 및 환경공학과) ;
  • 김영상 (국립여수대학교 해양시스템학부) ;
  • 이승래 (한국과학기술원 건설 및 환경공학과) ;
  • 정은택 ((주) 현대산업개발 토목설계팀)
  • Published : 2004.03.25

Abstract

The flat dilatometer test(DMT) is a geotechnical tool to estimate in-situ properties of various types of ground materials. The undrained shear strength is known to be the most reliable and useful parameter obtained by DMT. However, the existing relationships which were established for other local deposits depend on the regional geotechnical characteristics. In addition, the flat dilatometer test results have been interpreted using three intermediate indicesmaterial index($I_p$), horizontal stres index($K_p$), and dilatometer modulus($E_p$) and the undrained shear strength is estimated only by using the horizontal stress index($K_D$). In this paper, an artificial neural network was developed to evaluate the undrained shear strength by DMT and the ANN, based on the $p_0,\;p_1,\;p_2,\;{\sigma}'_v_0$, and porewater pressure. The ANN which adopts the back-propagation algorithm was trained based on the DMT data obtained from Korean soft clay. To investigate the feasibility of ANN model, the prediction results obtained from data which were not used to train the ANN and those obtained from existing relationships were compared.

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