https://scholars.lib.ntu.edu.tw/handle/123456789/385113
標題: | Reliability-Based Design for the serviceability state design of an excavation with cross walls in clays | 作者: | JIAN-YE CHING | 公開日期: | 2014 | 起(迄)頁: | 471-476 | 來源出版物: | Geotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013 | 摘要: | Cross walls are commonly used for constraining the excavation-induced deformations as well as the subsequent building damages in Taiwan. Based on the real case histories, a regression model that is capable of predicting maximum wall displacements for excavations with or without cross walls is proposed. With the consideration of uncertainties in the proposed model, a simplified Reliability-Based Design (RBD) method in the form of partial factors for the Serviceability Limit State (SLS) design of excavations is developed. The partial factors are calibrated by rigorous reliability theory and are verified to produce design outcomes that meet the target reliability index. The use of cross walls which is extremely effective in achieving the target reliability level is highlighted. © 2014 Taylor & Francis Group, London. |
URI: | http://www.scopus.com/inward/record.url?eid=2-s2.0-84896838748&partnerID=MN8TOARS http://scholars.lib.ntu.edu.tw/handle/123456789/385113 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130049890&partnerID=40&md5=f53d2fe26dd839c9b42415e070a86f75 |
顯示於: | 土木工程學系 |
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