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Current studies for tunneling-induced ground movements provide little information on the complex interaction between the tunnel liner and the surrounding soils. In particular, little attention is paid to the internal force analyses for segment liners based on the non-uniform convergence deformation pattern. This paper presents a closed-form analytical solution for the prediction of ground deformation...
The mechanical analysis of undercrossing tunneling on adjacent existing pipelines is an important challenge that geotechnical engineers may need to face when designing new excavation projects. A Galerkin solution and a layered transfer matrix solution for the tunnel–soil–pipeline interaction are given in order to compare the effects of soil stratifications on the pipeline behavior subjected to tunnel-induced...
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