An Early-Warning System to Validate the Soil Profile during TBM Tunnelling

Abstract

Identification of soil condition at the working face of a tunnel boring machine (TBM) is a key factor for the efficiency and safety of TBM tunneling. The paper presents the first application of the Horizontal-to-Vertical Spectral Ratio (HVSR) method on microtremors induced by a TBM during tunnelling. The innovative application is based on the development of an easy-to-use and economical early-warning system, which aims to confirm, or otherwise, the soil profile established in the design phase of tunnels by comparing the soil natural frequencies obtained from the soil profile carried out during the design phase and the soil natural frequencies coming from the HVSR analysis of the microtremors induced by the TBM during tunnelling. Just one or two geophones are necessary to use the proposed procedure. It can be applied to an area up to about 20 m ahead of the TBM excavation front and constitutes a powerful early warning system. Due to the great heterogeneity of the subsoil, dual-mode TBMs are often used, frequently changing from Open-Face (OF) mode for rock formations to Earth Pressure Balance (EPB) mode for cohesive and incoherent soil. Any “additional” information on the soil, which will be dug in the next days or hours is extremely useful for subsoil with great heterogeneity. The new procedure offers a reasonable time interval in which to modify the excavation method. This, in turn, can avoid damage to the TBM and existing structures and infrastructures. It allows us also to have a valuable geotechnical database for future works on the infrastructural networks. The proposed procedure has been successfully applied during the construction of the new underground lines in Catania (Italy).

A Comparative Analysis for Defining the Sliding Surface and Internal Structure in an Active Landslide Using the HVSR Passive Geophysical Technique in Pujilí (Cotopaxi), Ecuador

“…The geological materials must exhibit a high-level elastic parameter contrast to establish f o in a two-layer model (sediment-rock or a soft-soil layer over a compact or cemented half-space), meaning a marked difference in seismic impedance must characterize them. Currently, the HVSR technique is recognized for setting f o and fundamental periods of the ground [41][42][43][44][45], defining sediment thickness [18,19,46], and studying soil-structure interactions [15,47].…”

Técnicas de sísmica pasiva HVSR aplicadas a la geotecnia. Aplicación al estudio de Movimientos en Masa en la Planificación Territorial e Infraestructura Civil en Ecuador

“…Los materiales geológicos deben presentar un contraste de parámetros elásticos alto para poder establecer una frecuencia fundamental fo bajo una concepción de un modelo de dos capas (sedimento -roca o también en una capa de suelo blando sobre un semiespacio compacto o cementado), por lo que deben estar caracterizados por una marcada diferencia en su impedancia sísmica. Actualmente se reconoce que la técnica HVSR se puede emplear para establecer las frecuencias fo o períodos fundamentales del terreno (Lermo y Chávez-García, 1992;Field y Jacob, 1993;Kanh et al 2006), y también en la definición del espesor de sedimentos en cuencas de acumulación Delgado et al, 2000b;Alonso-Pandavenes et al, 2022) así como en estudios estructurales de la interacción suelo-estructura Abate et al, 2022).…”