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    Practical Method for the Design of Pretensioned Fully Grouted Rockbolts in Tunnels 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Masoud Ranjbarnia; Ahmad Fahimifar; Pierpaolo Oreste
    Publisher: American Society of Civil Engineers
    Abstract: This study develops an analytical approach to quantitatively model the efficiency of the pretensioning of grouted rockbolts in terms of reduction of tunnel convergence. In this study, the distribution of force along the ...
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    Predicting the Pullout Resistance of Denti-Steel Strips Embedded in Cohesionless Soil 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002:;page 04023545-1
    Author(s): Javad Safadoust; Masoud Hajialilue-Bonab; Masoud Ranjbarnia
    Publisher: ASCE
    Abstract: Steel strips as soil reinforcements have two significant advantages over reinforcements with a circular cross section like solid and hollow steel bars. First, the contact area of steel strips is more than that of steel ...
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