Analysis of Ground Movements and Segment Stress Induced by Shield-Tunneling in Sandy Soil at Kaohsiung

碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 99 === Due to limited space of surface level in urban area, many underground works of public infrastructure are undertaken by shield- machine bored tunnel instead of cut-and-cover one. Several characteristics which shield- machine bored tunnel has include limit...

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Bibliographic Details
Main Authors: Chao-Chun Kuo, 郭昭君
Other Authors: Bin-Chen Benson Hsiung
Format: Others
Language:zh-TW
Published: 2011
Online Access:http://ndltd.ncl.edu.tw/handle/27232752194759094575