Analytical solution of overlying pipe deformation caused by tunnel excavation based on Pasternak foundation model. [PDF]
Fu D, Deng B, Yang M, Zhen B.
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Shear Instability Control of Hybrid Small-Scale Plates Embedded in a Polymer Matrix via Shape Memory Alloy Nanofibers. [PDF]
Farajpour MR +3 more
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The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area. [PDF]
Hu H +7 more
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Study on longitudinal nonlinear deformation of adjacent existing tunnels induced by deep foundation excavation. [PDF]
Zhao H, Song Y.
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Static and Vibration Analysis of Imperfect Thermoelastic Laminated Plates on a Winkler Foundation. [PDF]
Liu J +5 more
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Investigation of deformation of existing tunnel due to above excavation unloading considering tunnel lateral response. [PDF]
Xu L, Ye J, Yao Y, Liu C.
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Numerical simulation of horizontal displacement at the top of support piles for ultra-deep foundation pits in silty formations. [PDF]
Liu S, Gao S, Sun K.
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Theoretical analysis of bearing mechanism and engineering application of pipe roof in a highway tunnel. [PDF]
Zhang J +5 more
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Analysis of the mechanism and effects of advanced pipes support in roadways. [PDF]
Shan R +6 more
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Analysis of the underlying shield tunnel deformation caused by a newly built channel. [PDF]
Sun Y +5 more
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