Laboratory investigation of wetting induced deformation in unsaturated expansive soil during shield tunnelling in Yangzhou, China. [PDF]
Dai Q, Liu X, Qian H.
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Deformation mechanisms of an existing tunnel adjacent to deep basement supported by circular beams in soft clays. [PDF]
Qi S, Wang B.
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Predictive control of earth pressure balance in shield tunneling using a hybrid learning approach. [PDF]
Wang Q, Zhang Y, Wei D, Meng J.
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Experimental study on the influence of synchronous grouting in shield tunneling on an upper existing tunnel in sandy soil stratum. [PDF]
Huang D, Lu W, Luo W, Chen H, Yu J.
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Analysis of the influence of bottom bag grouting lifting on the mechanical response of shield tunnels. [PDF]
Liu J, Huang D, He S, Ma J.
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Two-stage-method-based calculation and analysis of the deformation of the existing subway tunnel caused by the diagonal crossing of the new tunnel. [PDF]
Li Y +5 more
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SLURRY SHIELD TUNNELING METHOD
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