• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2004년도 춘계학술발표회
• /
• pp.799-806
• /
• 2004

Recently, as the forerunner in establishing the Northeast Asia's logistics base, a lot of marine engineering works such as new ports and container terminals, extension of old ports, new bridges, land reclamation etc. have been progressed. Parallel to it, there is also an increasing demand for improving the safety of construction. In this situation, high resolution seismic reflection profiling can be well used, attempting to classify rocks and sediments under water, if possible, to delineate the distribution of grain sizes in sediments not only for calculating the cost of removing sediments from harbour's channels, but also for estimating the bearing capacities for bridge or port construction. However, the results from the corresponding reflection survey that has been in operation in our country can not be effectively used for engineering purposes mostly due to the insufficient resolution. Thus. in this paper, two innovative strategies are introduced to enhance resolution. The one deals with a newly designed exploration barge that will help reduce several kinds of noises encountered electrically or operationally. The other is associated with an establishment of optimum measuring system comprising e.g. a specially devised hydrophone with a combination of 7 piezoelectric elements. Field experiments performed at Busan harbour are illustrated. The quality of acquired data was thereby fundamentally improved in comparison with that obtained at the same time in a conventional way.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
• /
• pp.422-431
• /
• 2003

Helicopter-borne electromagnetic (HEM) systems were originally developed for the exploration of mineral deposits. The frequency range of a conventional HEM system for mineral exploration, however, is relatively low and so not invariably suitable for its application to the fields of civil engineering because of its poor resolution in the shallower part of the earth. A DIGHEM HEM system was acquired by Nippon Engineering, with the frequencies chosen by the senior author. The five frequencies range from 220 Hz (the lowest) to 137,500 Hz (the highest). These frequencies improve the resolution of materials in the shallower part while maintaining a depth of investigation of greater than 100 m. This paper describes six case histories of geological and geotechnical surveys for civil engineering using HEM. These case histories include HEM surveys for investigating landslide, an alluvial area, root selection of road construction, areas related to dam and tunnel construction, and the simultaneous joint inversion of HEM and CSAMT data for a deep tunnel. These survey results show that HEM has sufficient resolution in both horizontal and vertical directins to contribute significantly to outlining the regional geology and its engineering problems.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2006년도 공동학술대회 논문집
• /
• pp.83-86
• /
• 2006

쌍극자 전기탐사현장에서 드물지않은 음의 겉보기비저항에 대해 선진 장비회사의 메뉴얼들에서 언급되되 정확한 현상이 규명 안되었으나, 국내에서 계측 측면 및 가능한 지질모델 제시와 함께 전산모델링 결과와 $-{\rho}a$ 포함유무 3차원 역산결과가 일부 보고된 바 있다. 전도성 탄층, 전봇대 접지, 신호등, 철케이싱 시추공 등과 관련한 현장문제가 계속되어 해석시 딜레마 극복 지침이 필요하다. 여기서는 단순 철케이싱 한개의 효과 전산 모델링 결과 및 일부 측선 설계요령과 해석시 유의사항을 고찰한다. $-{\rho}a$는 분명한 지하정보이지만 잘못 해석시 진실과 먼 결과 오류 가능성이 높으며, 향후 역산 알고리즘의 유용한 발전이 절실하다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2001년도 봄 학술발표회 논문집
• /
• pp.245-248
• /
• 2001

During the core drilling for the design of a railway bridge crossing over the inferred fault system along the river, fracture zone, extends vertically more than the bottom of borehole, filled with fault gouge was found. The safety of bridge could be threatened by the excessive subsidence or the reduced bearing capacity of bedrock, if a fault would be developed under or around the pier foundation. Thus, a close examination of the fault was required to rearrange pier locations away from the fault or to select a reinforcement method if necessary. Geophysical methods, seismic reflection method and electrical resistivity survey over the water covered area, were applied to delineate the weak zone associated with the fault system. The results of geophysical survey clearly showed a number of faults extending vertically more than 50m. Reinforcement was not desirable because of the high cost and the water contamination, etc. The pier locations were thus rearranged based on the results of geophysical surveys to avoid the undesirable situations, and additional core drillings on the rearranged pier locations were carried out. The bedrock conditions at the additional drilling sites turned out to be acceptable for the construction of piers.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
• /
• pp.93-100
• /
• 2007

During tunnel excavation, drawdown of groundwater table or discharge from tunnel faces may not only reduce stability of tunnel and work efficiency but cause environmental problems. We have investigated the applicability of electrical resistivity survey for the establishment of the monitoring system for groundwater behavior and detecting flow channel of groundwater during tunnel excavation. The groundwater level was continuously measured at several points for 1 year. Survey was conduted at every 3 months using preinstalled electrical resistivity cables on site. The results show that observed changes in resistivity ratios in the area can be explained with observed changes in groundwater level. Thus, we believed that electrical resistivity analysed together with groundwater data can be applied for the monitoring of groundwater in tunnel area.

• 지구물리
• /
• 제6권3호
• /
• pp.165-177
• /
• 2003

필댐의 안정성 해석에 있어서 누수와 내부침식은 매우 중요한 평가의 한 부분이다 연구대상 지역의 필댐은 내부침식으로 추정되는 댐 상부의 공동발생 및 과대 누수량으로 문제가 발생하여, CGS(compaction grouting system)으로 보강공사를 수행하였으며, 본 보강방법은 주입재료 및 주입압력이 중요한 변수로 작용을 한다. 본 연구에서는 CGS 보강이 필댐의 안정성에 미치는 영향을 CGS보강 전후에 지구물리탐사를 수행하여 해석하였다. 본 조사에 적용된 방법에는 전기비저항탐사, 탄성파 굴절법탐사, GPR탐사, HFMT탐사 등이 적용되었다. 조사결과 CGS 보강으로 댐의 전제척인 거동에 많은 영향을 준 것으로 나타났으며, 주입압력이 과대하여 댐 중심코아에 많은 변위가 발생된 것을 확인할 수 있었다.

• Journal of Advanced Marine Engineering and Technology
• /
• 제37권2호
• /
• pp.242-251
• /
• 2013

최근 해양자원탐사 및 개발에 대한 관심이 전 세계적으로 급증하는 가운데, 이를 위한 해양플랜트 산업이 고부가 가치 산업으로서 각광받고 있으며 국내에서도 이러한 세계적 추세에 따라 해양플랜트의 개발에 대한 관심이 증가하고 있다. 하지만 해외에서는 해양플랜트 설치 시 해저지반 특징 확인을 위한 해양지반조사 지침이 존재하는데 비해, 국내에서는 이와 같은 지침 사항이 존재 하지 않는다. 이에 본 연구에서는 해외 해양물리탐사 지침을 인용하여, 국내 해양환경 실정에 적합한 탐사 기법을 선정 및 활용하여 남해 해역에 적용시켜 보았다. 실내 토질시험을 추가하여 광역적인 해양 물리탐사와 국지적인 시추조사와의 상호보완적 양상 비교로 신뢰도 높은 자료 분석이 가능하게 하였다. 또한 해양플랜트가 해류에 의해 받을 수 있는 영향을 파악하기 위해 연속조류조사를 포함하였고, 탄성파 음향특성 분석으로 시추 심도가 깊지 않은 지역에서의 지층을 예측하고자 하였다. 현장에서의 적용결과 해양물리탐사자료와 해상 시추조사 자료의 복합적 분석을 통해 해저지반의 특징을 광역적이고, 직접적으로 확인하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2003년도 봄 학술발표회 논문집
• /
• pp.841-846
• /
• 2003

The purpose of this paper is to present and discuss some of harbor foundation constructed on seashore soft ground by Deep Wing Mixing in deep mixing method. A series of laboratory and field experiments including unconfined compressive strength, permeability, geo-physical survey, sea water concentration, lateral and settlement measurement, field core sample were carried out to check physical, mechanical and environmental characteristics of solidified foundation soil treated by HWS solidifying agent. The results from this research showed that Deep Wing Mixing method could be efficiently applied in the construction site of seashore structure foundation.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2003년도 사면안정학술발표회
• /
• pp.129-144
• /
• 2003

Generally, investigation methods of cut slope are conducted only geological surface survey to gain engineering geological data of cut slopes. These methods have many problems such as limitations of investigation for a special area. So geophysical investigations such as geotomography, seismic and electrical resistivity methods have been used to search for failure surface in potential failure slopes or failed slopes. But investigation method using the borehole camera is recently a used method and it is thought that this method is more reliable method than other investigation methods because of being able to see by the eyes. Therefore, this paper was conducted investigations of borings and BIPS(Borehole Image Processing System) to search for potential sliding surfaces and was applied to obtain information of discontinuity on failed and potential failure slope in highway. As the results of BIPS, we could decide potential sliding surface in the slope, conducted to check slope stability and decided slope stability measures.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1999년도 가을 학술발표회 논문집
• /
• pp.147-152
• /
• 1999

Distribution of fracture system is an important factor to analyse instability of jointed rock slope. In the most case of rock slopes, joint distribution properties are related to potential, shape, size and locality of slope failure. The purpose of this paper is to present an application of fracture characterization related to rock slope failure. Fracture data used in this study are collected by scanline survey. Two aspects of fracture characterization for rock slope are handled in this study First, In order to determine the potential and shape of slope failure, trace length of joints is considered as the weighting factor about collected orientation data. Second, Relationship between trace length and spacing is analysed to estimate failure location and size. The distribution of fracture system is directly influenced on wedge failure. It is effective to analyse the orientation of fractures by using weighting factors associated with the trace length of fractures rather than to analyse only that of fractures. It gives a conclusion that the wedge failure occurred along the peak of fracture density(or intensity) cycles.