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Title THERMOCHEMOMECHANICAL ASSESSMENT OF GROUND IMPROVEMENT BY JET GROUTING IN TUNNELING
Accession No 00961647
Authors Pichler, C; Lackner, R; Spira, Y; MANG, H A
Journal Title Journal of Engineering Mechanics information Vol. 129 No. 8
Corp. Authors
/ Publisher
American Society of Civil Engineers information
Publication Date   20030800
Description p. 951-962; Figures(25); References; Tables(4)
Languages English
Abstract Horizontal jet grouting (HJG) is employed in urban tunneling to reduce surface settlements and, hence, to avoid damage of infrastructure and surface buildings. The widespread use of HJG raises the question of its efficiency. In order to answer this question, sophisticated thermochemomechanical material models for jet-grouted soil mass and shotcrete are employed in the context of plane-strain finite element analyses. For these analyses, the process of ground improvement, the excavation of the tunnel, and the installation of the shotcrete lining are considered. The results provide first insight into the load-carrying behavior of the compound structure consisting of the jet-grouted soil mass, the shotcrete lining, and the surrounding soil. The influence of the different creep characteristics in jet-grouted soil mass and shotcrete, resulting in a redistribution of loading, is highlighted. Moreover, the reduction of plastic loading of the soil in consequence of HJG, which is described by means of a multisurface viscoplasticity model, is illustrated. Based on the obtained numerical results, application of HJG results in a reduction of surface settlement by more than 50% in comparison to a tunnel which is only supported by a shotcrete lining.
TRT Terms Mechanical analysis information; Reinforcement (Engineering) information; Settlement (Structures) information; Shotcrete information; Soil stabilization information; Thermochemistry information; Tunnel supports information; Tunneling information; Underground structures information
Other Terms Horizontal jet grouting
Subject Areas H21 FACILITIES DESIGN; H62 FOUNDATIONS (SOILS); I21 Planning of Transport Infrastructure; I42 Soil Mechanics
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