Journal of the Korean Society of Industry Convergence (한국산업융합학회 논문집)
- Volume 8 Issue 3
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- Pages.161-168
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- 2005
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- 1226-833X(pISSN)
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- 2765-5415(eISSN)
Ground Movement Analysis by Field Measurements
현장계측에 의한 지반거동 분석
- Chon, Yong-Back (Division of Architectural, Civil and Environmental Engineering, Daegu University) ;
- Cho, Sang-Wan
- Received : 2005.05.25
- Accepted : 2005.08.20
- Published : 2005.08.31
Abstract
This study is analysis for adjacent structures and ground movement by deep excavation work. Underground Inclinometer has shown that deformation of increment is minor within to allowable limit. According to the measurements result of slope and crack for adjacent structures, a detached house showed bigger than hospital structure to deformation of increment. Variation of underground water level didn't effect so much to ground and adjacent structures movement because underground water flows in rock and didn't give the water press to propped walls. Measurement data of strut variation is within tolerance limit. Because excavation site's wall was strengthened suitably. This study will contribute in establishment of measurement standard and information-oriented construction during deep excavation in multi-layered ground including rock masses.
Keywords
- Deep excavation;
- Underground Inclinometer;
- Slope and crack for adjacent structures;
- Underground water level;
- Strut variation