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Rock and Soil Mechanics
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Home > GRAPHIC_ABSTRACTS

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  • Analytical solution of additional response of shield tunnel under asymmetric jack thrust by Zu-xian WANG, Cheng-hua SHI, and Jian-wen LIU

    Analytical solution of additional response of shield tunnel under asymmetric jack thrust

  • A practical method of calculation of bearing capacity and settlement of large- diameter post-grouting piles by Zhi-hui WAN, Guo-liang DAI, Lu-chao GAO, and Wei-ming GONG

    A practical method of calculation of bearing capacity and settlement of large- diameter post-grouting piles

  • Variation of transverse forces on nearby shield tunnel caused by foundation pits excavation by Gang WEI, Xin-hai ZHANG, Xin-bei LIN, and Xin-xin HUA

    Variation of transverse forces on nearby shield tunnel caused by foundation pits excavation

  • Compressive and tensile properties of three fiber-lime-soils under freeze-thaw cycle by Li WEI, Shou-xi CHAI, Lin ZHANG, and Yao LI

    Compressive and tensile properties of three fiber-lime-soils under freeze-thaw cycle

  • Full sequence stress evolution law and prediction model of high stage cemented backfill by Xiao-ming WEI, Li-jie GUO, Xiao-long ZHOU, Chang-hong LI, and Li-xin ZHANG

    Full sequence stress evolution law and prediction model of high stage cemented backfill

  • An investigation of the mechanical properties of sandstone under coupled static and dynamic loading by Lei WEN, Xu-li LIANG, Wen-jie FENG, Wei WANG, and Liang WANG

    An investigation of the mechanical properties of sandstone under coupled static and dynamic loading

  • Effects of lead contamination on macro-water retention and micro-structural evolution of loess by Shao-jie WEN

    Effects of lead contamination on macro-water retention and micro-structural evolution of loess

  • Numerical study on seismic behavior of shield tunnel crossing saturated sandy strata with different densities by Hong WU

    Numerical study on seismic behavior of shield tunnel crossing saturated sandy strata with different densities

 

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