The characteristics of the two-component grout on the stress-state in segmental lining

Author:

Oreste PierpaoloORCID,Spagnoli GiovanniORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference35 articles.

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2. Beghoul M, Demagh R (2019) Slurry shield tunneling in soft ground. Comparison between field data and 3D numerical simulation. Stud Geotech Mech 41(3):115–128

3. BS (1983) 1881: Part 120 method of determination of compressive strength of concrete cores. British Standards Institution

4. Dai Z, Bai Y, Peng F, Liao S (2010) Study on mechanism of simultaneous backfilling grouting for shield tunnelling in soft soils. In: GeoShanghai international conferences on deep and underground excavations, ASCE, Reston, VA, pp 182–190

5. Di Giulio A, Bavasso I, Di Felice M, Sebastiani D (2020) A preliminary study of the parameters influencing the performance of two-component backfill grout. Gallerie Grandi Opere Sotterr 133:11–17

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