Probabilistic degradation modelling of circular tunnels assembled from segmental linings-Reference-Cited by-同舟云学术

Probabilistic degradation modelling of circular tunnels assembled from segmental linings

Author:

Ai Qing¹²,Yuan Yong¹³,Mahadevan Sankaran²,Jiang Xiaomo¹

Affiliation:

1. College of Civil Engineering; Tongji University; Shanghai China

2. Department of Civil & Environmental Engineering; Vanderbilt University; Nashville USA

3. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; P.O. Box 123, 1239 Siping Road Shanghai China

Funder

Science and Technology Commission of Shanghai Municipality

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Assessment service state of tunnel structure;Yuan;Tunnelling and Underground Space Technology,2012

2. Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings;Bi;China Civil Engineering Journal,2014

5. Guidelines for the design of shield tunnel lining;Takano;Tunnelling and Underground Space Technology,2000

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