Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling
暂无分享,去创建一个
[1] D. Peila,et al. Characteristics and testing of two‐component grout in tunnelling applications , 2022, Geomechanics and Tunnelling.
[2] D. Sebastiani,et al. Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches , 2021, Transportation Geotechnics.
[3] P. Oreste,et al. The influence of the two-component grout on the behaviour of a segmental lining in tunnelling , 2021 .
[4] C. Todaro. Grouting of cohesionless soils by means of colloidal nanosilica , 2021 .
[5] A. Godio,et al. Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling , 2020 .
[6] Zhiduo Zhu,et al. Study on temporary filling material of synchronous grouting in the middle of shield , 2020 .
[7] A. Luciani,et al. Two component backfilling in shield tunneling: Laboratory procedure and results of a test campaign , 2019, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art.
[8] Rolf Breitenbücher,et al. Development of a test setup for the simulation of the annular gap grouting on a semi technical scale , 2019, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art.
[9] R. Breitenbücher,et al. Two-component grouts with alkali-activated binders , 2019, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art.
[10] A. A. Lavasan,et al. Numerical study on backfilling the tail void using a two-component grout , 2018 .
[11] Daniele Peila,et al. Long term behavior of two component back-fill grout mix used in full face mechanized tunneling , 2015 .
[12] Bo-Young Youn,et al. Influencing parameters of the grout mix on the properties of annular gap grouts in mechanized tunneling , 2014 .
[13] Daniele Peila,et al. The behaviour of a two-component backfilling grout used in a Tunnel-Boring Machine , 2011 .
[14] Sebastiano Pelizza,et al. Analysis of the Performance of Two Component Back-filling Grout in Tunnel Boring Machines Operating under Face Pressure , 2010 .
[15] T Hashimoto,et al. Simultaneous backfill grouting, pressure development in construction phase and in the long-term , 2004 .