모래다짐말뚝지반의 응력분담비에 영향을 미치는 인자에 대한 해석적 연구
- Title
- 모래다짐말뚝지반의 응력분담비에 영향을 미치는 인자에 대한 해석적 연구
- Other Titles
- A Numerical Analysis for the Influential Factors on the Stress Concentration Ratio
- Author
- 김수삼
- Keywords
- Sand Compaction Pile; Composite Ground; Stress Concentration Ratio; Area Replacement Ratio
- Issue Date
- 2005-03
- Publisher
- 한국지반공학회
- Citation
- 2005 한국지반공학회 춘계 학술대회, Page. 966-973
- Abstract
- The stress concentration ratio in accordance with area replacement ratios were considered as core elements of design. However, the stress concentration ratio will be vary depends on progress of consolidation in clay ground. And, since it is not sure to know the affecting factors accurately, the value is decided based on field experiences. To use SCP method more effective and correspond to soil improvement, the decision on proper area replacement ratio through the exact stress concentration ratio is very important. Accordingly, a numerical analysis on influence of various factors that needed to make rational designing guide for decision of proper area replacement ratio to stress concentration ratio was executed in this study.
- URI
- http://kiss.kstudy.com/thesis/thesis-view.asp?key=3335823https://repository.hanyang.ac.kr/handle/20.500.11754/110257
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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