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    Simulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 003:;page 04022115-1
    Author(s): Ali Shirmohammadi; Masoud Hajialilue-Bonab
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a modified/extended rotational hardening (RH) rule is applied to the nonassociated simple anisotropic constitutive model, SANICLAY-D, for clayey soils. In the proposed model, the destructuration mechanism, ...
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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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    Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008:;page 04021125-1
    Author(s): Ali Shirmohammadi; Masoud Hajialilue-Bonab; Davood Dadras-Ajirloo
    Publisher: ASCE
    Abstract: The design and maintenance of embankments is still a challenge in practical geotechnical engineering because of some features of soft sensitive soil behavior that are not considered in conventional methods. These features ...
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    Investigation into the Internal Erosion and Local Settlement of Esfarayen Earth-Fill Dam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Seyyed Kazem Razavi; Masoud Hajialilue Bonab; Ahmad Dabaghian
    Publisher: ASCE
    Abstract: A considerable sudden settlement was discovered on the Esfarayen Earth-fill Dam surface near to the left abutment when the reservoir level rose to 51 m from the riverbed in April 2013. As a result, a detection process ...
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    Design of a Plastic Concrete Cutoff Wall as a Remediation Plan for an Earth-Fill Dam Subjected to an Internal Erosion 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021061-1
    Author(s): Seyyed-Kazem Razavi; Masoud Hajialilue-Bonab; Ali Pak
    Publisher: ASCE
    Abstract: This paper deals with the procedure to determine the required mechanical properties of plastic concrete used to build a new cutoff wall as a remediation measure in an earth-fill dam constructed in a narrow canyon and ...
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    Centrifuge Tests of Cone-Penetration Test of Layered Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022002
    Author(s): Mohammad Khosravi; Jason T. DeJong; Ross W. Boulanger; Ali Khosravi; Masoud Hajialilue-Bonab; Sumeet K. Sinha; Daniel Wilson
    Publisher: ASCE
    Abstract: Two centrifuge model tests were used to examine the effect of soil interlayering on the measured cone-penetration resistance in a layered soil model. The first centrifuge model included four soil profiles: two uniform loose ...
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