Design and construction of shaft for rock caverns in Singapore

被引:6
|
作者
Zhang, Xiao-Ping [1 ]
Lu, Ming [2 ]
Mao, Dawei [3 ]
Zhao, Zhiye [4 ]
Hao, Liu [5 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov, Wuhan, Hubei, Peoples R China
[2] SINTEF Rock Engn, Trondheim, Norway
[3] Hydro China Zhongnan Engn Corp, Changsha, Hunan, Peoples R China
[4] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
[5] China Railway Siyuan Survey & Design Grp Co Ltd, Wuhan, Hubei, Peoples R China
关键词
shaft; rock cavern; sinking; water control; support structure; MODEL;
D O I
10.12989/gae.2017.13.1.173
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Access shaft is of critical importance to the construction and operation of underground rock caverns. It usually has a relatively large cross-section and penetrates through fill materials, soil layers, and weathered rocks before reaching the caverns excavated in solid bedrock. In this paper, the design and construction of vertical shafts are reviewed in terms of diameter, depth, geological conditions, and support structure. Three shaft alternatives, namely alternative I: vertical shaft with spiral roads, alternative II: upper shaft with spiral roads & lower tunnels, alternative III: plain shaft, are proposed based on a simplified geological profile of the Jurong formation, Singapore. The advantages and limitations of the three types of shafts are discussed. The key issues relating to shaft design and construction, such as the shaft sinking, water control, support structure, are also discussed with a series of solutions provided, such as the sequential excavation, pre-grouting and diaphragm walls.
引用
收藏
页码:173 / 194
页数:22
相关论文
共 50 条