- 期刊
Effects of Joint Details on the Behavior of Cross Walls
並列摘要
Inclinometer readings of a deep excavation project are presented in this paper to show that joint details could have significant effects on the behavior of cross/buttress walls. It is found that both T-shaped and clean contact joints are capable of limiting the lateral displacement of perimeter diaphragm wall to less than 10 mm in this case. On the other hand, a soft contact joint nullifies the restraining effect of buttress wall, resulting in a maximum wall displacement of about 30 mm for this 12 m deep excavation.
被引用紀錄
葉家佑（2012）。深開挖中扶壁及地中壁之效率分析〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2012.00260
洪廷瑋（2009）。地中壁支撐連續壁之效能分析〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2009.00525
張世豪（2011）。斜坡明挖邊坡滑動數值分析之研究〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-2501201118103600
延伸閱讀
- Chen, S. L., Ho, C. T., Li, C. D., & Gui, M. W. (2011). Efficiency of Buttress Walls in Deep Excavations. Journal of GeoEngineering, 6(3), 145-156. https://doi.org/10.6310/jog.2011.6(3).4
- Chao, C. C. (2011). Dynamics and Control of Divided Wall Columns [master's thesis, National Taiwan University]. Airiti Library. https://doi.org/10.6342/NTU.2011.02056
- Chen, J. W., Liu, N. H., & Liou, J. Y. (2007). Effects of Interface Properties on Horizontal Backfill Deformation around Wall. Journal of GeoEngineering, 2(1), 13-18. https://doi.org/10.6310/jog.2007.2(1).2
- 梁信盈（2010）。Three Dimensional Analysis on Cross Walls in Deep Excavation〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-3101201019232700
- 洪廷瑋（2009）。Efficiency Analysis of Cross Wall Supporting Diaphragm〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2009.00525