A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling – Illustrated with a case study

Author:

Zhang L.Q.,Yue Z.Q.,Yang Z.F.,Qi J.X.,Liu F.C.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference17 articles.

1. Back analysis of time-dependent behaviour of a test gallery in claystone;Boidy;Tunnelling and Underground Space Technology,2002

2. Stress determination by back-analysis of excavation-induced stress changes – A case study;Kaiser;Rock Mechanics and Rock Engineering,1990

3. Kirsten, H.A.D., 1976. Determination of rock mass elastic moduli by back analysis of deformation measurement. In: Proceedings of Symposium on Exploration for Rock Engineering, Johannesbuerg, pp. 1154–1160.

4. Discussion on parameters of surrounding rocks during tunnel excavation and discrimination of ground stress;Lu;Chinese Journal of Rock Mechanics and Engineering,1988

5. Maier, G., Jurina, L., Podolak, K., 1977. On model identification problems in rock mechanics. In: Proceedings of Symposium on the Geotechnics of Structurally Complex Formations, Capri, pp. 257–261.

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