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    Modified Direct Shear Test for Anisotropic Strength of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Peijun Guo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simple method to estimate the directional dependency of granular soil strength using a modified shear box and a special specimen preparation procedure. This method is used to investigate the strength ...
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    Numerical Modeling of Pipe–Soil Interaction under Oblique Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Peijun Guo
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies pipe–soil interaction for pipelines subjected to combined horizontal and vertical (upward) movements in the oblique direction. An associative, hardening elasto–plasticity model is proposed in the ...
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    Structure–Soil–Structure Interaction Analysis for Lateral Seismic Earth Pressure of Deeply Buried Structure in Layered Ground 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021217-1
    Author(s): Mahmoud Madany; Peijun Guo
    Publisher: ASCE
    Abstract: Based on the theory of three-dimensional wave propagation, this paper proposed a method to evaluate the amplified seismic responses of two adjacent structures in horizontally stratified ground owing to seismic structure– ...
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    Thermal Conductivity of Bentonite Grout Containing Graphite or Chopped Carbon Fibers 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): Eric Tiedje; Peijun Guo
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of chopped carbon fibers to enhance the thermal conductivity of bentonite-based grout was examined. Fibers of 3 mm and 150 μm in length were added to sodium bentonite and silica sand mixtures at different ...
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    Train-Induced Vibrations from a Tunnel in a Layered Half-Space with Varied Groundwater Table 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Chao He; Shunhua Zhou; Peijun Guo
    Publisher: ASCE
    Abstract: This paper presents an analytical method to analyze the effect of the variation in the groundwater table on train-induced vibrations from subway tunnels. The soil above the groundwater table is considered as a dry single-phase ...
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    Three-Dimensional Analytical Model for Coupled Track-Tunnel-Soil System in a Multilayered Half-Space 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Shunhua Zhou; Chao He; Peijun Guo; Honggui Di; Junhua Xiao
    Publisher: ASCE
    Abstract: An analytical model is presented in this paper to predict the three-dimensional dynamic response of a circular tunnel in an elastic multilayered half-space. By applying the transfer matrix method and wave transformation, ...
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    Modeling of Vehicle-Track-Tunnel-Soil System Considering the Dynamic Interaction between Twin Tunnels in a Poroelastic Half-Space 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 001
    Author(s): Shunhua Zhou; Chao He; Peijun Guo; Honggui Di; Xiaohui Zhang
    Publisher: ASCE
    Abstract: The vibration prediction of a vehicle-track-tunnel-soil dynamic system is quite meaningful in engineering practice. However, the complexity involved in modeling the underground environment makes most previous studies ignore ...
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