Ground Subsidence Due to the Backfill Pressure in Tunnel Boring Machine

Proceedings of the International Association of Hydrological Sciences - United Kingdom
doi 10.5194/piahs-382-19-2020
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Copernicus GmbH

Related search

Instrumentation of a Reconditioned Robbins Tunnel Boring Machine - 106th Street Tunnel

2001English

Effect of Soil Improvement on Ground Subsidence Due to Liquefaction

SOILS AND FOUNDATIONS
1996English

Ground Vibrations Due to Underground Trains Considering Soil-Tunnel Interaction

Interaction and multiscale mechanics
2008English

Wave Pressure Propagation Inside Box Culvert Subterraneously and Loss of Backfill Material Due to Wave Pressure

Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
2017English

Study of Long-Termed Displacements of a Tunnel Boring Machine During Its Stoppage

Tunnelling and Underground Space Technology
BuildingGeotechnical EngineeringConstructionEngineering Geology
2019English

3D Analytical Prediction of Building Damage Due to Ground Subsidence Produced by Tunneling

Tunnelling and Underground Space Technology
BuildingGeotechnical EngineeringConstructionEngineering Geology
2015English

Land Subsidence Due to Ground-Water Withdrawal in the Los Banos-Kettleman City Area, California; Part 1, Changes in the Hydrologic Environment Conducive to Subsidence

Open-File Report
1972English

Subsidence Due to Geothermal Fluid Withdrawal

Man-Induced Land Subsidence
1984English

Performance of a 7.6m Diameter Full-Face Tunnel-Boring Machine Designed for a Canadian Coal-Mine

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
1986English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2025 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy