Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2007.09a
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- Pages.623-634
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- 2007
Development and Verification of Resistivity Seismic Dilatometer(RSDMT) System for Characterizing Soft Soil Site
연약지반조사를 위한 전기비저항 탄성파 Flat DMT 장비의 개발 및 검증
- Bang, Eun-Seok (Geotechnical Engineering Division, KIGAM) ;
- Kim, Young-Sang (Division of Civil and Environmental Engineering, Chonnam National Univ.) ;
- Sung, Nak-Hun (Geotechnical Engineering Division, KIGAM) ;
- Park, Sam-Gyu (Geotechnical Engineering Division, KIGAM) ;
- Seo, Dong-Nam (Dept. of Ocean Engineering, Chonnam National Univ.) ;
- Lee, Sei-Hyun (Dept. of Civil and Environmental Engineering, KAIST) ;
- Kim, Jung-Ho (Geotechnical Engineering Division, KIGAM) ;
- Kim, Dong-Soo (Dept. of Civil and Environmental Engineering, KAIST)
- 방은석 (한국지질자원연구원 지반안전연구부) ;
- 김영상 (전남대학교 건설.환경공학부) ;
- 성낙훈 (한국지질자원연구원 지반안전연구부) ;
- 박삼규 (한국지질자원연구원 지반안전연구부) ;
- 서동남 (전남대학교 해양공학과) ;
- 이세현 (한국과학기술원 건설및환경공학과) ;
- 김정호 (한국지질자원연구원 지반안전연구부) ;
- 김동수 (한국과학기술원 건설및환경공학과)
- Published : 2007.09.14
Abstract
The aim of this research is development and verification of resistivity seismic dilatometer (RSDMT) system. The resistivity module for obtaining resistivity-depth plot and seismic module for obtaining wave velocity-depth plot are attached to the conventional flat dilatometer testing equipment. To enhance reliability and repeatability of seismic part in RSDMT, automatic testing system including automatic surface source, PC based data acquisition system and operating program were developed. To obtain real resistivity value of soil, geometric factor for the array of electrodes in RSDMT was derived empirically. The verification studies for the developed RSDMT system were performed at the southeast side of Korea where soil improvement work is planned. SPT, CPT, geophysical subsurface imaging techniques and some laboratory tests were performed for the comparisons. As one penetration of RSDMT, various soil parameters could be obtained. The results of field test showed good repeatability and reliability in every part. From these studies, developed RSDMT system was checked and the effectiveness of this system was verified in light of proper evaluation of geotechnical characteristics of soft soil.