Journal
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
Volume 22, Issue -, Pages s213-s227Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/19648189.2017.1356243
Keywords
Cracking and damage; shield tunnel; deformation; proportion of damaged rings; radius ovality
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Funding
- South China Agricultural University Funds (2015)
- Guangzhou Science and Technology Innovation Funds [201707010028]
- National Natural Science Foundation of China [51608379]
- Shanghai Science and Technology Innovation Plan Funds [15DZ1203903]
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The study investigates the cracking and damage of shield tunnel segmented lining via the field observations and measurements of a case in Shanghai metro system. The observations are carried out on local damage of segment, segment cracking and joint dislocation, respectively. Notable deformation can be observed on several lining rings. Two parameters, proportion of damaged rings and radius ovality (O-R), are introduced to describe to what extent the lining rings are damaged in a tunnel section and how large the transverse deformation of the lining ring is. The construction-relevant data, such as attitude of shield machine and assembled lining rings, are collected and analysed to explore the exact causes for tunnel sections with different characteristics of cracking and damage. Surrounding environment was checked and numerical results are also presented to validate our speculation.
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