頁籤選單縮合
題 名 | 高鐵沿線卵、礫石層基樁施工法及承載力初探=A Preliminary Study of Pile Construction Method and Bearing Capacity Evaluation in Gravel Formations |
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作 者 | 陳俊融; 黃崇岳; 廖惠生; | 書刊名 | 地工技術 |
卷 期 | 113 2007.09[民96.09] |
頁 次 | 頁57-66 |
專 輯 | 高速鐵路工程案例 |
分類號 | 442.42 |
關鍵詞 | 卵; 礫石層; 基樁施工法; 基樁承載力; Gravel formation; Pile construction method; Pile bearing capacity; |
語 文 | 中文(Chinese) |
中文摘要 | 卵、礫石層因為其組構的特性,無論施工及承載力的推估均與一般土壤有所不同,因為相關施工經驗及樁載重試驗之文獻較為有限,故在卵、礫石層基樁之承載力及施工法評估上經常遭遇到相當大的困難。因此本文希望藉由高速鐵路沿線卵、礫石層施工經驗,提供爾後類似地層基樁施工之參考;並藉由基樁試樁結果探討卵、礫石層基樁承載的特性,進而對卵、礫石層極限承載力的推估提供建議,以供後續卵、礫石層基樁承載力評估之參考。 |
英文摘要 | Because of the unique compositional characteristics of the gravel formation, the designed bearing capacity and the construction are very distinctive from those of general soils. However, due to the lack of systematic organization of experiences encountered, the design and construction of pile foundation in gravel formation usually conflict great difficulties. Henceforth, in this article, it is the hope of the authors to share the valuable experiences obtained from the High Speed Rail construction to provide references for future pile foundation construction in similar gravel formations. More importantly, with the analysis of in-situ pile loading tests, this article explores the characteristics of pile foundation in the gravel formations, and consequently suggests the bearing capacities of the pile foundations for future references. |
本系統中英文摘要資訊取自各篇刊載內容。