국문목차
표제지=0,1,4
감사의 글=0,5,1
목차=0,6,2
Abstract=i,8,2
연구사=iii,10,1
I. 서론=1,11,1
1. 연구 배경=1,11,1
2. 연구 동향=2,12,2
3. 연구 목적=3,13,1
II. 수평력이 작용하는 단독말뚝의 해석=4,14,1
1. Chang의 방법=4,14,6
2. 유한차분법=9,19,2
1) 두부자유의 경우(S=H0, M=M0)(이미지참조)=10,20,2
2) 두부회전구속의 경우(θ=θ0, g=g0)(이미지참조)=11,21,1
3. p-y 곡선법=12,22,1
1) Matlock의 제안=12,22,3
2) Reese-Cox-Koop의 제안=14,24,3
III. X-Pile 의 기본적 개념=17,27,1
1. X-pile의 해석 절차=17,27,1
1) 프로젝트 설정=18,28,1
2) 지층 설정=19,29,1
3) 말뚝 데이터 입력 및 수정=20,30,1
4) 횡방향 지지력 해석방법 결정=21,31,1
5) 단면도=22,32,1
6) 해석=23,33,1
2. X-pile의 해석 방법=24,34,1
3. 적용 말뚝=25,35,1
4. 적용 지반=26,36,1
IV. 결과 및 고찰=27,37,1
1. 말뚝의 강성에 따른 말뚝의 수평저항력 및 휨모멘트=27,37,8
2. 말뚝 길이에 따른 말뚝의 수평저항력 및 휨모멘트=35,45,8
3. X-pile을 이용한 해석값과 제안식을 이용한 해석값의 비교 검토=43,53,3
V. 결론=46,56,1
Table contents=47,57,1
Figure contents=48,58,2
Notations=50,60,1
Reference=51,61,3
Table1. Analysis method of X-pile=24,34,1
Table2. Characteristics of pile=25,35,1
Table3. Pile condition=25,35,1
Table4. Characteristics of soil and rock=26,36,1
Table5./(Table6) The standard deviation of RHa and RMa with variation of pile stiffness(이미지참조)=31,41,1
Table6. The deviation of RHa with variation of pile stiffness(이미지참조)=32,42,1
Table7. The deviation of RMa with variation of pile stiffness(이미지참조)=32,42,1
Table8. The coefficient of Kd and ad(이미지참조)=34,44,1
Table9./(Table10) The standard deviation of RHa and RMa with variation of pile length(이미지참조)=39,49,1
Table10. The deviation of RHa with variation of pile length(이미지참조)=40,50,1
Table11. The deviation of RMa with variation of pile length(이미지참조)=40,50,1
Table12. The coefficient of Kι and aι(이미지참조)=42,52,1
Fig.1. Behavior of laterally loaded pile.(by Chang, 1937)=7,17,1
Fig.2. FDM under lateral loaded.(by Poulos, 1971)=9,19,1
Fig.3. (a) A section of pile, (b) Before lateral loading, (c) After lateral loading, (d) Shape of curves at various depths x below soil surface.(by Matlock, 1970)=12,22,1
Fig.4. p-y curve on soft clay.(by Matlock, 1970)=13,23,1
Fig.5. p-y curve on sand.(by Reese, 1960)=15,25,1
Fig.6. X-pile analysis procedure=17,27,1
Fig.7. Step of project creation=18,28,1
Fig.8. Step of ground creation=19,29,1
Fig.9. Step of pile data input and correction=20,30,1
Fig.10. Step of decision of lateral resistance analysis method=21,31,1
Fig.11. Step of examination of cross section=22,32,1
Fig.12. Step of execution of analysis=23,33,1
Fig.13. Relationship between Ha, and Ma versus Su with variation of pile stiffness(이미지참조)=27,37,1
Fig.14. Relationships between RHa and RMa versus Su with variation of pile stiffness(이미지참조)=28,38,1
Fig.15. Relationships between RHa and RMa vs. Su on bar graph with variation of pile stiffness(이미지참조)=30,40,1
Fig.16. Relationships between R(Ha)Ave and R(Ma)Ave versus Su with variation of pile stiffness(이미지참조)=33,43,1
Fig.17. Relationship between Ha and Ma versus Su with variation of pile length(이미지참조)=35,45,1
Fig.18. Relationships between RHa and RMa versus Su with variation of pile length(이미지참조)=36,46,1
Fig.19. Relationships between RHa and RMa vs. Su on bar graph with variation of pile length(이미지참조)=38,48,1
Fig.20. Relationships between R(Ha)Ave and R(Ma)Ave versus Su with variation of pile length(이미지참조)=41,51,1
Fig.21. Comparison between X-pile and Propose method with variation of pile stiffness=44,54,1
Fig.22. Comparison between X-pile and Propose method with variation of pile length=45,55,1