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...
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 |
Similar Items
-
Study of Ground Movement and Stress on Segements Induced by Shield Tunnelling in Sandy Soil at Kaohsiung
by: Chen Li Kung, et al.
Published: (2008) -
Analysis of Ground Movements Induced by Shield-Tunneling in Sandy Soil at Cianjhen District, Kaohsiung
by: Chi-Ting Huang, et al.
Published: (2006) -
Analysis of the Additional Stress and Ground Settlement Induced by the Construction of Double-O-Tube Shield Tunnels in Sandy Soils
by: Wen Zhao, et al.
Published: (2019-04-01) -
The study of ground movement and structural stress induced by shield tunnelling in sand
by: Shou - Mao Hou, et al.
Published: (2009) -
Ground Deformations and Piles Reponses Due to Tunnelling in Sandy Ground
by: Chia-Ming Kuo, et al.
Published: (2002)