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場鑄樁側向載重試驗詮釋法之探討

Evaluation of Interpretation Methods of Lateral Load Test for Drilled Shafts

摘要


場鑄樁側向載重試驗之結果,為一非線性之應力應變行為,其容許或極限側向載重並不容易定義。本文將由蒐集之國內外十餘組載重試驗資料,以不同方法加以詮釋,比較各不同詮釋法之差異性,並探討目前國內外常用規範所定義樁頭容許水平變位與各種詮釋法之關係。

並列摘要


The lateral load test results of the drilled shafts are of nonlinear stress-strain relationship. Up to now, many interpretation methods are used, however, the results from various methods differ from one to another. In order to realize the applicability of different interpretation methods, several cases of lateral load test are studied. In addition, the local specification of lateral load test is discussed in this paper.

被引用紀錄


宋士豪(2012)。樁基承載力與耐震性能之關聯性研究〔碩士論文,淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2012.00506
伍耀緯(2014)。打擊樁受側向載重之行為評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201400087
李昀宣(2008)。場鑄樁受側向載重之詮釋法評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200900263

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