Non-linear spring model for backfill grout-consolidation behind shield tunnel lining

Author:

Liu Xiao-Xue,Shen Shui-LongORCID,Xu Ye-Shuang,Zhou AnnanORCID

Funder

Shantou University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Hydraulics of Groundwater;Bear,1979

2. Field measurement of grout pressures during tunnelling of the Sophia rail tunnel;Bezuijen;Soils Found.,2004

3. Bezuijen, A., Talmon, A.M., 2005. Grout properties and their influence on backfill grouting. In: Proceedings of the 5th International Symposium (IS-A'dam 2005) - Geotechnical Aspects of Underground Construction in Soft Ground. ed./s.n. Rotterdam, NL: CRC Press/Balkema - Taylor & Francis Group, pp. 187–194.

4. Bezuijen, A., Talmon, A.M., 2006. Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining. In: Proceedings of world Tunnel Congress and 13th ITA Assembly, Singapore, pp. 22–27.

5. An empirical safety criterion for tunnel construction;Chern;Proc. Region. Symp. Sediment. Rock Eng.,1998

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