- 期刊
Performance of Wall Systems during Excavation for Core Pacific City
並列摘要
Discussed herein is the performance of the wall system during excavation for one of the deepest basement excavations carried out in Taiwan. The paper focuses on two issues: correction of inclinometer readings to account for toe movements and the effectiveness of buttresses in reducing wall deflections. Reference envelopes for diaphragm walls at this particular site were established and these reference envelopes can be used for evaluating the performance of diaphragm walls during excavations with similar ground conditions.
被引用紀錄
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延伸閱讀
- 陳拓男、張嘉祥（2009）。Displacement of Masonry Wall under Horizontal In-Plane Loading and It's Seismic Assessment Application。建築學報，(68_S)，15-34。https://doi.org/10.6377/JA.200906.0015
- Wang, Z. Y. (2019). Effect of Cross Walls on System Stiffness and Wall Displacement for Excavations in Soft Clay [master's thesis, National Taiwan University]. Airiti Library. https://doi.org/10.6342/NTU201900743
- 林宗毅（2013）。Efficiency of Buttress Walls and Cross Walls for different Excavation Area 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=U0006-0508201310415600
- Hsieh, H. S., Wang, Z. Y., Lin, T. M., & Ge, L. (2019). THE SYSTEM STIFFNESS AND WALL DISPLACEMENT OF A DEEP EXCAVATION STRENGTHENED WITH CROSS WALLS IN SOFT CLAY. Journal of GeoEngineering, 14(4), 203-217. https://doi.org/10.6310/jog.201912_14(4).1
- Hung, W. Y., Yang, K. H., Nguyen, T. S., & Pham, T. N. P. (2020). PERFORMANCE OF GEOSYNTHETIC-REINFORCED SOIL WALLS AT FAILURE. Journal of GeoEngineering, 15(1), 13-29. https://doi.org/10.6310/jog.202003_15(1).2