국문목차
표제지=0,1,4
감사의 글=0,5,1
목차=0,6,3
Abstract=i,9,2
연구사=iii,11,1
I. 서론=1,12,1
1. 연구 목적=1,12,1
2. 연구 동향=2,13,2
3. 연구 범위=3,14,1
II. 수평하중을 받는 말뚝의 해석방법=4,15,1
1. 극한평형법=4,15,3
1) Brinch Hansen 법=6,17,2
2) Broms 법=7,18,6
2. 지반반력 해석법=13,24,1
1) Chang의 방법=14,25,4
2) 유한차분법=17,28,4
3) 항연 방식=20,31,3
3. p-y 곡선법=23,34,1
1) Matlock의 제안=24,35,2
2) Reese-Cox-Koop의 제안=25,36,3
4. 탄성해석법=28,39,1
1) 일정지반반력계수 지반=29,40,2
2) 선형지반반력계수 지반=30,41,2
III. 실내 모형 실험=32,43,1
1. 모형 실험 장치=32,43,1
1) 모형말뚝=33,44,2
2) 재하판 및 수평력 측정장치=35,46,1
2. 모형 지반=36,47,1
1) 모형지반의 재료=36,47,1
2) 모형지반의 제작=37,48,1
3) 모형지반의 밀도 측정=37,48,1
3. 실험 종류=38,49,1
4. 실험 조건=39,50,1
5. 실험 방법 및 순서=39,50,5
IV. 실험결과 및 고찰=44,55,1
1. 반복수평하중이 작용하는 단독말뚝의 하중-변위 곡선=44,55,4
2. 반복수평하중에 따른 지반의 소성변형=48,59,2
3. 반복수평하중이 작용하는 말뚝의 특성치 β=49,60,3
4. 반복수평하중이 작용하는 말뚝의 수평지반반력계수=52,63,3
5. 말뚝 두부의 일정변위에 대한 허용 수평지지력=54,65,3
V./(VI) 결론=57,68,1
Table contents=58,69,1
Figure contents=59,70,2
Photo contents=61,72,1
Notation=62,73,2
Reference=64,75,3
Table1. Distinction of pile length=8,19,1
Table2. Broms method(clay)=11,22,1
Table3. Broms method(sand)=12,23,1
Table4. Characteristics of model pile=33,44,1
Table5. Suggested average values of nh for driven piles in sand(이미지참조)=34,45,1
Table6. Results of pile distributionl=34,45,1
Table7. Physical properties of HAPCHEN sand for model test=36,47,1
Table8. Relative density in test ground=37,48,1
Table9. The summary of test cases in model test=38,49,1
Fig.1. Mobilization of lateral resistance for a free-head laterally loaded rigid pile=4,15,1
Fig.2. Coefficients Kq and Kc(이미지참조)=6,17,1
Fig.3. Free Head Pile in Clay=8,19,1
Fig.4. Free Head Pile in Sand=9,20,1
Fig.5. Behavior of laterally loaded pile=15,26,1
Fig.6. Finite difference method under lateral loaded=18,29,1
Fig.7. (a) A section of pile, (b) Before lateral loading, (c) After lateral loading, (d) Shape of curves at various depths x below soil surface=23,34,1
Fig.8. p-y curve (soft clay)=24,35,1
Fig.9. p-y curve (sand)=26,37,1
Fig.10. Stress diagram=28,39,1
Fig.11. Schematic diagram of test setup=32,43,1
Fig.12. A load diagram=35,46,1
Fig.13. Grain size distribution curve for HAPCHEN sand=36,47,1
Fig.14. Pile head behavior as loading direction=38,49,1
Fig.15. Relationships between lateral resistance and pile head displacement in One-way=44,55,2
Fig.16. Relationships between lateral resistance and pile head displacement on Two-way=45,56,2
Fig.17. Relationships between δ' and load step=48,59,1
Fig.18. Relationships between β and load step=49,60,2
Fig.19. Relationships between kh and load step(이미지참조)=52,63,2
Fig.20. Relationships between Ha and load step with constant Dr(이미지참조)=55,66,1
Fig.21. Relationships between Ha and Dr with constant load step(이미지참조)=56,67,1
Photo1. Model pile=33,44,1
Photo2. Load measuring instrument=35,46,1
Photo3. Setting of the model pile=40,51,1
Photo4. Setting of the No.4 sieve=40,51,1
Photo5. View of spraying the sand=41,52,1
Photo6. View of installed pile in model ground=41,52,1
Photo7. Setting the load-plate=42,53,1
Photo8. Connection of load-plate to load-apparatus=42,53,1
Photo9. Setting of lateral maintenance apparatus=43,54,1
Photo10. Connection of sensor to data-logger=43,54,1