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    Closure to “Liquefaction Testing of Stratified Silty Sands,” by F. Amini, M.ASCE, and G. Z. Qi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): F. Amini
    Publisher: American Society of Civil Engineers
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    Discussion: System Identification and its Application to Estimating Soil Properties 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): F. Amini
    Publisher: American Society of Civil Engineers
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    Case of Residential Foundation Failure and Preservation by Grouting 

    Source: Journal of Performance of Constructed Facilities:;1996:;Volume ( 010 ):;issue: 004
    Author(s): A. Khalilian; F. Amini
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to describe the causes of distress to the foundation of a residential building, and to discuss the remedial options. The northeast corner of the building had settled excessively. Many cracks ...
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    Old Post Office Foundation Failure Investigation 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 001
    Author(s): F. Amini; A. Khalilian
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to describe the cause of distress to the foundation and slab of an old post office building, and to discuss several remedial options. The subsurface investigation program revealed a relatively ...
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    Liquefaction Testing of Stratified Silty Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): F. Amini; G. Z. Qi
    Publisher: American Society of Civil Engineers
    Abstract: The cyclic behavior of stratified silty sandy soils is at present poorly understood, yet these materials are commonly found in alluvial deposits and hydraulic fill, which have a history of liquefaction during earthquakes. ...
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    Peak Flow and Volume Predictions Using Frequency-Equivalent Hydrographs 

    Source: Journal of Water Resources Planning and Management:;1995:;Volume ( 121 ):;issue: 005
    Author(s): F. Amini; R. L. Smith
    Publisher: American Society of Civil Engineers
    Abstract: A new method for calculation of frequency-equivalent storms and hydrographs is presented. This procedure is an extension of the frequency-equivalent nonlinear hydrograph (FENLH) methodology. Streamflow data records for a ...
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    Dynamic Properties of Cohesive Soils Treated with Lime 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): K. Fahoum; M. S. Aggour; F. Amini
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic properties of three compacted cohesive soils, kaolinite, sodium montmorillonite, and calcium montmorillonite, which were treated with up to 8% lime, were determined under a wide range of strains and confining ...
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    Cohesionless Soil Behavior Under Random Excitation Conditions 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): F. Amini; K. S. Tawfiq; M. S. Aggour
    Publisher: American Society of Civil Engineers
    Abstract: Little is known about the behavior of soil when subjected to random loading. A testing program was undertaken in which dry sand at different confining pressures was tested in a resonant column device using random torsional ...
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    Neural Network for Structure Control 

    Source: Journal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 002
    Author(s): H. M. Chen; K. H. Tsai; G. Z. Qi; J. C. S. Yang; F. Amini
    Publisher: American Society of Civil Engineers
    Abstract: Significant progress has been achieved in the active control of civil-engineering structures, not only in the control algorithm, but also in the control testing of the scale model and full-scale building. At the present ...
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    Neural Network for Structural Dynamic Model Identification 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author(s): H. M. Chen; G. Z. Qi; J. C. S. Yang; F. Amini
    Publisher: American Society of Civil Engineers
    Abstract: The identification and modeling of linear and nonlinear dynamic systems through the use of measured experimental data is a problem of considerable importance in engineering. Among the identification methods, the artificial ...
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