Development of Resistivity Seismic Flat Dilatometer Testing System for Characterizing Soft Soil Site

연약지반조사를 위한 전기비저항 탄성파 Flat DMT 장비의 개발 및 적용

  • 방은석 (한국지질자원연구원 지반안전연구부) ;
  • 성낙훈 (한국지질자원연구원 지반안전연구부) ;
  • 김영상 (전남대학교 해양토목공학과) ;
  • 박삼규 (한국지질자원연구원 지반안전연구부) ;
  • 김정호 (한국지질자원연구원 지반안전연구부) ;
  • 김동수 (한국과학기술원 건설 및 환경공학과)
  • Published : 2007.06.07

Abstract

The aim of this paper is development of resistivity seismic dilatometer (RSDMT) system. The resistivity module for obtaining apparent resistivity depth plot and seismic module for obtaining shear wave velocity (Vs) depth plot are attached to the conventional flat dilatometer testing equipment. From shear wave velocity profile, the stiffness at low strains of a site can be evaluated in undisturbed condition. And the resistivity value contains some information about water content and mineral characteristics of clayey soil. Specially manufactured resistivity and seismic modules were connected between commercialized DMT blade and drilling rod. To enhance reliability and repeatability of RSDMT test, automatic testing system including notebook based data acquisition system and automatic surface source system were developed. RSDMT system can be performed rapidly and can obtaine more reliable data at the same point compared with the separated testing system. The verification studies for the developed RSDMT system are going to be performed. From these studies, the effectiveness of integrated hybrid testing system will be checked in light of proper evaluation of geotechnical design parameters of clayey soils.

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