研究生: |
蔡希文 Romy - Tjuar |
---|---|
論文名稱: |
Study of Load Transfer Characteristic of Slope Stabilized Using Drilled Shafts Study of Load Transfer Characteristic of Slope Stabilized Using Drilled Shafts |
指導教授: |
林宏達
Horn-Da Lin |
口試委員: |
謝佑明
Yo-Ming Hsieh 陳志南 Chee-Nan Chen 林三賢 San-xian Lin |
學位類別: |
碩士 Master |
系所名稱: |
工程學院 - 營建工程系 Department of Civil and Construction Engineering |
論文出版年: | 2012 |
畢業學年度: | 100 |
語文別: | 英文 |
論文頁數: | 83 |
外文關鍵詞: | Slope Stability、drilled shaft, soil arching, zig-zag drilled shafts formation |
相關次數: | 點閱:170 下載:6 |
分享至: |
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
Slopes are generally created because of the activities of nature and human. The movement of the surface of the earth and several human activities create uneven elevation of the earth and thus creating slope geometry. In reality, there are a lot of evidences of unsupported-stable slope, however in some other places, especially in the place with high rainfall intensity, slope failure is a common disaster. Hence it is necessary to establish a competent method for slope stabilization.
By looking at past studies conducted by Liang (2010) and Tsai (2011) as reference, using three-dimensional software FLAC 3D, this study intends to analyze the influence of drilled shafts, in terms of load transfer characteristic, in a slope stabilized using one-row drilled shafts. Comparisons are made between some analytical results obtained in this study and results reported by Liang (2010). Although there are some differences found, however, both studies show similar trend.
“Simplified 3D” study is also conducted to investigate the influence the effect of a simple three-dimensional modeling by applying offset distance to the one-row drilled shafts formation, making them into zig-zag drilled shafts formation. Some scenarios, in terms of various offset distances, are investigated to see their influence on the safety of the slope. Based on the conducted analysis, it is found that FS will be the highest when the offset distance is applied into one time the diameter of the drilled shafts.
Albataineh, N. (2006). “Slope stability analysis using 2D and 3D methods.” Master dissertation, University of Akron.
Bishop, A.W. (1955). “The use of the slip circle in the stability analysis of earth slope.” Geotechnique, Vol. 5, pp.7-17.
Braja M. Das (2007). “Principles of Foundation Engineering.” Thomson.
Chen C.Y. and Martin G.R. (2002)., “Soil-structure interaction for landslide stabilizing piles”. Computers and Geotechnics Vol 29, pp 363-386.
Duncan, J.M. and Wright, S.G. (1980)., “The Accuracy of Equilibrium Methods of Slope Stability Analysis”, Engineering Geology, Vol.16, pp.5-17.
Fellenius, W., “Calculation of Stability of Earth Dams” , Transaction , 2nd Congress Large Dams, Vol.4, pp.445, (1936).
FLAC 3D manual, (2002).
Handy, R.L. (1985). “The arch in soil arching.” Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 3, pp. 302-318.
Ito Tomio and Matsui Tamotsu (1975). “Methods To Estimate Lateral Force Acting on Stabilizing Piles”, Soils and Foundations, Vol.15, No.4, pp 43-59.
Janbu, N. (1973). “Slope Stability Computations” ,in Embankment Dams Engineering, edited by Hirschfeld, R.C. and Poulor, S.J., John Wiley & Sons, New York.
Liang, R. Y. and Yamin, M. (2010), “Three Dimensional Finite Element Study of Arching Behavior in Slope/Drilled Shafts System”, International Journal of Numerical and Analytical Methods in Geomechanic.
Liang, R. Y. (2010). “Field Instrumentation, Monitoring of Drilled Shafts for Landslide Stabilization and Development of Pertinent Design Method.” Final Report for Ohio Department of Transportation, Report Number FHWA/OH-2010/134238.
Liang, R. Y. (2002). “Drilled Shaft Foundation for Noise Barrier Walls and Slope Stabilization”. Final Report for Ohio Department of Transportation, Report Number FHWA/OH-2002/038.
Liang, R., and Zeng, S. (2002). “Numerical study of soil arching mechanism in drilled shafts for slope stabilization.” Soils and Foundations, Japanese Geotechnical Society, 42(2), pp. 83-92.
Skempton, A.W., Hutchinson, J.N. (1969). “Stability of natural slopes and embankment foundations. ” 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico City, 4: 291-340.
Terzaghi, K. (1936). “Stress distribution in dry and in saturated sand above a yielding trap-door,” Proceedings of International Conference on Soil Mechanics and Foundation Engineering, Cambridge, Massachusetts,Vol. 1, pp. 307-311.
Tsai, P.H. (2011). “Load transfer factor induced by soil arching for slope stabilized with drilled shafts.” Master dissertation, National Taiwan University of Science and Technology.
Wei W.B. and Cheng Y.M. (2009). “Strength Reduction Analysis for Slope Reinforced with One Row of Piles”. Computers and Geotechnics, Vol 36, pp 1176-1185.
Yamin, M. and Liang, R. Y. (2010). “Limiting Equilibrium Method for Slope/Drilled Shafts System” International Journal of Analytical and Numerical Methods in Geomechanics.
Zeng, S., Liang, R. (2002). “Stability analysis of drilled shafts reinforced slope.” Soils and Foundations, Japanese Geotechnical Society, Vol. 42, No. 2, pp. 93-102.