During Tunnel Boring Machine (TBM) excavation in hard rock, it is possible to encounter at the excavation zone, weak areas composed by weathered rocks, which need to be improved. In this paper, a laboratory study about a grouted cataclasite fragmented rock and its mechanical behavior is reported. Two non-conventional binders, that is, a colloidal silica with 15% SiO2content and very low viscosity and a two-component low-viscosity hydrophilic acrylic resin (both about 3 mPas) were tested in laboratory to evaluate their performance improving the cataclasite. Permeation tests in a column of 0.5 m height and 0.05 m diameter were performed. The cataclasite was placed loose in the column, with a porosity n = 0.6 and the two products were injected with a pressure between 3.5 and 4 bars. After that, multi-stage triaxial CU on single samples for each grouted product with 100 mm height and 50 mm diameter. Strain rate of 0.3 mm/min was applied. Results show that the binders are valid products to improve the mechanical properties of cataclasite.

Grassi, D., Spagnoli, G., Castellanza, R. (2022). Injection of Non-Conventional Binders to Improve Geomechanical Properties of Cataclasite. In Geo-Congress 2022 (pp.205-211). American Society of Civil Engineers [10.1061/9780784484012.021].

Injection of Non-Conventional Binders to Improve Geomechanical Properties of Cataclasite

Grassi D.
;
Castellanza R.
2022

Abstract

During Tunnel Boring Machine (TBM) excavation in hard rock, it is possible to encounter at the excavation zone, weak areas composed by weathered rocks, which need to be improved. In this paper, a laboratory study about a grouted cataclasite fragmented rock and its mechanical behavior is reported. Two non-conventional binders, that is, a colloidal silica with 15% SiO2content and very low viscosity and a two-component low-viscosity hydrophilic acrylic resin (both about 3 mPas) were tested in laboratory to evaluate their performance improving the cataclasite. Permeation tests in a column of 0.5 m height and 0.05 m diameter were performed. The cataclasite was placed loose in the column, with a porosity n = 0.6 and the two products were injected with a pressure between 3.5 and 4 bars. After that, multi-stage triaxial CU on single samples for each grouted product with 100 mm height and 50 mm diameter. Strain rate of 0.3 mm/min was applied. Results show that the binders are valid products to improve the mechanical properties of cataclasite.
paper
Binders; Boring machines (machine tools); Compressive strength; Concrete construction; Construction equipment; Mortar; Rocks; Silica; Sols; Strain rate; Viscosity
English
2022 GeoCongress: State of the Art and Practice in Geotechnical Engineering - Soil Improvement, Geosynthetics, and Innovative Geomaterials - 20 March 2022 through 23 March 2022
2022
Geo-Congress 2022
9780784484012
2022
2022-March
GSP 331
205
211
none
Grassi, D., Spagnoli, G., Castellanza, R. (2022). Injection of Non-Conventional Binders to Improve Geomechanical Properties of Cataclasite. In Geo-Congress 2022 (pp.205-211). American Society of Civil Engineers [10.1061/9780784484012.021].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/505179
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