Subproject B3

Annular Gap Grouting – Developments in Consideration of Diverse Interactions with Bedrock and Tunnel Lining


Overview

Within the development of innovative multi-component annular gap mortars, in subproject B3, in addition to the alkaline activation of slag-containing binder systems (Geopolymers), a rapid solidification on the physical level due to the addition of superabsorbent polymers (SAP) to a typical mortar could be achieved. By using an alkali-stable polymer with a sufficient water absorption capacity, a rapid stiffening of the material due to the caused internal dewatering within a few minutes could be detected. To investigate the suitability for backfilling of various annular gap mortars, a large-scale test setup was developed, in which typical parameters such as advance rate and pressures, but also different soils can be varied and the effects on the mortar recorded.

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Strength development of different binder systems (cement-slag combination) combined with different activator mixes. Right: Detail of the structure of different grouts (Scanning electron microscope)


Left: Water absorption capacity of different SAP. Right: Solidification of a grout by addition of SAP


Left: Longitudinal cut through the visualized test-setup. Right: Constructed large scale test-setup