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    A New Saturation-Based Framework for Compaction Quality Control 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04024001-1
    Author(s): Kevin C. Miller; Farshid Vahedifard
    Publisher: ASCE
    Abstract: Field compaction control is arguably the most common yet critical quality control procedure in geotechnical engineering. Since the early 1930s, the systematic process for performing quality control of compacted soils has ...
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    Full-Scale Testing of Lateral Pressures in an Expansive Clay upon Infiltration 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002:;page 04024491-1
    Author(s): Steven R. Garrett; Farshid Vahedifard
    Publisher: American Society of Civil Engineers
    Abstract: Full-scale testing of lateral pressures in expansive clay under various saturation conditions is crucial to better understand the behavior of these soils and predict potential damage to structures. However, due to their ...
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    Impact of Toe Resistance in Reinforced Masonry Block Walls: Design Dilemma 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Dov Leshchinsky; Farshid Vahedifard
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced masonry block retaining walls are comprised of a narrow column of stacked blocks at their exposed end. This column is placed on a nonstructural leveling pad to facilitate the placement of facing units. Theoretically, ...
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    Mechanical, Chemical, Hydraulic, and Microstructural Properties of Buckshot Clay Amended with Gasification Biochar 

    Source: Journal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): James M. Williams; Farshid Vahedifard; Nima Latifi
    Publisher: ASCE
    Abstract: This study investigated the effect of gasification biochar amendment on mechanical, chemical, hydraulic, and microstructural properties of Buckshot clay, a high-plasticity clay with poor engineering properties. The ...
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    Critical Factors in Subgrade Rutting Failures of Airfield Mats over Soft Soils under Static Loading 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Jeremiah M. Stache; Farshid Vahedifard; John F. Peters
    Publisher: ASCE
    Abstract: Subgrade rutting failures in matting structures present a unique challenge in expedient airfields. Mats are often constructed over existing soft subgrades and can experience aircraft with large gross loads and high tire ...
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    Model for Lateral Swelling Pressure in Unsaturated Expansive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021096-1
    Author(s): Masood Abdollahi; Farshid Vahedifard
    Publisher: ASCE
    Abstract: Unsaturated expansive soils annually cause major economic losses and structural damages to foundations and earthen structures, primarily due to exhibiting large amounts of swelling and shrinkage when subjected to variations ...
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    Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020172-1
    Author(s): Zahra Esfandiari; Mohsen Ajdari; Farshid Vahedifard
    Publisher: ASCE
    Abstract: The main objective of this study was to investigate the primary consolidation and creep characteristics of two unsaturated sand–bentonite mixtures subjected to drying–wetting cycles. An extensive array of laboratory testing ...
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    Perceptions of Civil Engineering and Construction Students Toward Community and Infrastructure Resilience 

    Source: Journal of Civil Engineering Education:;2021:;Volume ( 148 ):;issue: 001:;page 04021015
    Author(s): Saeed Rokooei; Farshid Vahedifard; Solomon Belay
    Publisher: ASCE
    Abstract: Civil engineering and construction (CEC) are among primary higher education programs preparing the next generation of subject experts and decision makers working on different aspects of infrastructure resilience, which is ...
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    Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021259
    Author(s): Masood Abdollahi; Farshid Vahedifard
    Publisher: ASCE
    Abstract: The resilient modulus, MR, of subgrade soils is an important parameter in design and analysis of pavements. Subgrade soils are often unsaturated and can experience a wide range of suctions due to changes in water content ...
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    A General Model for Temperature-Dependent Soil Suction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024124-1
    Author(s): Mohsen Ajdari; Farshid Vahedifard
    Publisher: American Society of Civil Engineers
    Abstract: Soil suction is a crucial parameter that affects the behavior of unsaturated soils. The impact of temperature on suction can lead to significant changes in the hydromechanical response of unsaturated soils. However, current ...
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