An analytical method of continuous upper bound limit analysis for the stability of shallow shield tunnels in cohesive-frictional soils
Crossref DOI link: https://doi.org/10.1007/s10665-020-10050-x
Published Online: 2020-06-02
Published Print: 2020-06
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Song, Wenjie
Xiang, Yanyong
Funding for this research was provided by:
the China National Key Basic Research and Development Project (2015CB057800)
Text and Data Mining valid from 2020-06-01
Version of Record valid from 2020-06-01
Article History
Received: 10 December 2019
Accepted: 29 April 2020
First Online: 2 June 2020