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    Verification of the CSDS Model in Estimating the Postpeak Behavior of Hard Rocks 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 003
    Author(s): Khosravi Arash;Simon Richard
    Publisher: American Society of Civil Engineers
    Abstract: Rockburst is a serious instability problem in Canadian deep underground excavations and is related to the postpeak behavior of hard and brittle rocks. Rockburst potential can be estimated by comparing the postpeak stiffness ...
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    Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Ali Khosravi; Amirhossein Hashemi; Sahar Ghadirianniari; Mohammad Khosravi
    Publisher: ASCE
    Abstract: A new framework is developed to extend an existing small-strain shear modulus (Gmax) model to determine Gmax of unsaturated silty soils along different paths of the soil water retention curve (SWRC) including the scanning ...
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    Seismic Performance of an Embankment Underlain by a Liquefiable Layer and Supported by Spatially Variable Soil-Cement Wall 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022101
    Author(s): Shahabeddin Zaregarizi; Mohammad Khosravi
    Publisher: ASCE
    Abstract: This paper presents the results of nonlinear deformation analyses of an embankment on a spatially variable, liquefiable foundation soil reinforced with spatially variable soil-cement (SC) wall. The objective is to evaluate ...
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    A Unified Semiempirical Model for Small-Strain Shear Modulus of Fine-Grained Soils under Hydromechanical Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024022-1
    Author(s): Amin Gheibi; Mehrzad Rahimi; Ali Khosravi
    Publisher: ASCE
    Abstract: In recent years, several empirical and semiempirical relationships have been proposed to predict the small-strain shear modulus of unsaturated fine-grained soils along different hydraulic and mechanical loadings paths. ...
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    Liquefaction Potential and Sediment Ejecta Manifestation of Thinly Interbedded Sands and Fine-Grained Soils: Palinurus Road Site in Christchurch Subjected to 2010–2011 Canterbury Earthquake Sequence 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024026-1
    Author(s): Mohammad Khosravi; Shahabeddin Zaregarizi
    Publisher: ASCE
    Abstract: The effect of spatial variability on the liquefaction prediction and liquefaction-induced ground failure of a soil profile with thinly interbedded layer of sand and clay was examined using simplified procedures and fully ...
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    A Semiempirical Approach to Modeling Shear Strength in Unsaturated Infilled Rock Fractures 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004:;page 04026047-1
    Author(s): Khosravi, Ali; Mousavi, Sayedmasoud; Rahimi, Mehrzad
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study introduces a semiempirical model characterizing the shear behavior of infilled rock fractures, accounting for both the roughness of rock fracture walls and the presence of unsaturated fine-grained infill ...
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    Impact of Hydraulic Hysteresis on the Small-Strain Shear Modulus of Low Plasticity Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author(s): Ali; Khosravi; John S.; McCartney
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies have observed that the small-strain shear modulus (
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    A New Approach to Adaptive Control of Multi Input Multi Output Systems Using Multiple Models 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2015:;volume( 137 ):;issue: 009:;page 91009
    Author(s): Ahmadian, Narjes; Khosravi, Alireza; Sarhadi, Pouria
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a novel method as second level adaptation using multiple models to identify and control of a class of multiinput multioutput (MIMO) systems. Different uncertain environments change the system parameters ...
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    Field-Monitoring System for Suction and Temperature Profiles under Pavements 

    Source: Journal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 006
    Author(s): John S.; McCartney; Ali; Khosravi
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to describe the development of and typical results from a new field-monitoring system to evaluate changes in matric suction and temperature profiles in subgrade soil layers beneath constructed ...
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    Quantitative Analysis of Smooth Progression in Traffic Signal Systems 

    Source: Journal of Transportation Engineering, Part A: Systems:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Beak Byungho;Head K. Larry;Khosravi Sara
    Publisher: American Society of Civil Engineers
    Abstract: Traffic signal coordination has been widely used to provide smooth progression for platoons on signalized arterials to enhance performance measures such as travel times, number of stops, and delay. Considering smooth ...
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