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Performance of Floor Slabs in Excavations Using Top-Down Method of Construction and Correction of Inclinometer Readings

並列摘要


The performance of floor systems in two cases in which excavations were carried out using the top-down method of construction is compared and is correlated with the progressive movements of diaphragm walls at the top four floor levels. It has been found that the progressive movements of walls at the first floor level will be limited to 2 mm per stage subsequent to the casting of the slabs for typical basement excavations and, up to, 6 mm for very large sites with flexible floor systems. Inclinometer readings can be corrected by referencing to the movements at the top to make them reasonable.

被引用紀錄


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
郭書瑞(2013)。工作家庭資源、職家促進與工作成果關係之研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201300915
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

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