RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      검색결과 좁혀 보기

      선택해제

      오늘 본 자료

      • 오늘 본 자료가 없습니다.
      더보기
      • 무료
      • 기관 내 무료
      • 유료
      • Comprehensive Engineering Geological Assessment of a Landslide Prone Section of Proposed New Urban Highway in Kuala Lumpur, Malaysia

        ( Afiq Farhan Abdul Rahim ),( Abd Rasid Jaapar ),( Muhammad Farid Mohamed Dali ),( Mustapha Atta ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

        Hilly areas to the east and north of Kuala Lumpur are known to be prone to landslide incidents as recorded in numerous historical cases involving life and property loss. Most historical incidence have been attributed to lack of proper planning and investigations, especially in terms of geology, engineering geology and geomorphological aspects. Therefore, this study aims to set up a good practice example in comprehensive engineering geological assessment - in this case, for a proposed urban highway at eastern Kuala Lumpur - along an engineering geologically challenging terrain. This study consists of the following components; terrain mapping (geomorphological study) and geohazards assessments along highway alignment to identify potential geotechnically challenging section, and geophysical survey with engineering geological assessment on specific identified sections to identify specific engineering geological issues. Lithology, structural geology and weathering profile are among factors identified contributing to issues in the study area which will affect construction and post-construction activities of the highway. The engineering geological assessment and model output from this study will be utilized for subsequent geotechnical works and stabilization design, which would address the challenges and any potential landslide in the region.

      • Developing Engineering Geological Model from Resistivity (ERT) Surveys: Several Case Studies from Malaysia

        ( Farid Dali ),( Abd Rasid Jaapar ),( Zakaria Mohamad ),( Afiq Farhan Abdul Rahim ),( Mohamad Faruq Syahmi Md Aripin ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

        Electrical Resistivity survey has been commonly used to investigate the anomalies of subsurface ground condition. Tomographic Pseudo section model presents the different range of resistivity value, indicating variation of soil layers, occurrence of groundwater, boulders or fractured bedrock zones. The complexity of subsurface geomaterials profile due to structural geology and weathering leads to potential inaccuracies in intrepetation without substantial geological input. Therefore, engineering geological model generated from subsurface electrical resistivity survey, combined with borehole and field observation input is very important to present the subsurface condition of the area. Thirteen (13) electrical resistivity survey lines were set up established at three (3) sites located at Selangor (Site A), Kuala Lumpur (Site B) and Negeri Sembilan (Site C). The objectives of these investigations are: to investigate potential geohazards near residential areas (Site A), to investigate the existence of subsurface boulders/rocks fragments that will affect the design and cost of geotechnical construction (Site B) and to investigate the incidence of displacement of water tank that exceeds allowable movement due to ground movement. A reliable geological interpretation presented in form of engineering geological model was utilized by geotechnical engineers/decision makers to solve construction and geohazards issues. It helps to visualize or summarize the outcome of any geological investigation tools in simplest way especially to non-geologist.

      연관 검색어 추천

      이 검색어로 많이 본 자료

      활용도 높은 자료

      해외이동버튼