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    Simultaneous Adjustment of LIDAR Strips 

    Source: Journal of Surveying Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Riadh; Munjy
    Publisher: American Society of Civil Engineers
    Abstract: Light detection and ranging (LIDAR)-based mapping systems are a well-established technology for the acquisition of three-dimensional (3D) point clouds. Although the results have generally been promising, uncompensated ...
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    Analytical Approach of the Arching Dual Effect Describing the Stability of Slurry-Wall Trenches in Cohesionless Soil 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 010
    Author(s): Riadh Saadi; Mohamed Baheddi; Noureddine Ferhoune
    Publisher: American Society of Civil Engineers
    Abstract: Stability of slurry trenches is an important issue during the construction of groundwater cutoff and diaphragm walls and, thus, has gradually drawn additional attention. With the aim of controlling the stability and collapse ...
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    Bond Behavior between NSM CFRP Strips and Concrete Exposed to Elevated Temperature Using Cement-Based and Epoxy Adhesives 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Awad Jadooe; Riadh Al-Mahaidi; Kamiran Abdouka
    Publisher: American Society of Civil Engineers
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    Generalized Optimal Zero Phase Error Tracking Controller Design 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1999:;volume( 121 ):;issue: 002:;page 165
    Author(s): Manabu Yamada; Yasuyuki Funahashi; Zaier Riadh
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a simple design method of discrete-time feedforward controllers that provide the overall transfer function with the following frequency characteristics. (i) The phase is equal ...
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    Prediction Models for Debonding Failure Loads of Carbon Fiber Reinforced Polymer Retrofitted Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 001
    Author(s): Huy Binh Pham; Riadh Al-Mahaidi
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on debonding failure in reinforced concrete beams with carbon fiber reinforced polymer composite bonded on the soffit using the wet lay-up method. An experimental study, which involved 26 tests, was ...
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    Experimental Investigation on Torsional Behavior of Solid and Box-Section RC Beams Strengthened with CFRP Using Photogrammetry 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 004
    Author(s): Adrian K. Y. Hii; Riadh Al-Mahaidi
    Publisher: American Society of Civil Engineers
    Abstract: The construction boom over the last century has resulted in a mature infrastructure network in developed countries. Lately, the issue of maintenance and repair/upgrading of existing structures has become a major issue, ...
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    Torsional Capacity of CFRP Strengthened Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
    Author(s): Adrian K. Y. Hii; Riadh Al-Mahaidi
    Publisher: American Society of Civil Engineers
    Abstract: Many buildings and bridge elements are subjected to significant torsional moments that affect the design, and may require strengthening. Fiber-reinforced polymer (FRP) has shown great promise as a state-of-the-art material ...
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    Predicted and Observed Cyclic Performance of Piles in Calcareous Sand 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Riadh H. Al-Douri; Harry G. Poulos
    Publisher: American Society of Civil Engineers
    Abstract: The performance of small-scale model piles jacked into calcareous sand and tested under cyclic axial loadings is presented in this paper. The calcareous sand beds used for the tests have been prepared from reconstituted ...
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    Closure to “Predicted and Observed Cyclic Performance of Piles in Calcareous Sand” by Riadh H. Al-Douri and Harry G. Poulos 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Riadh H. Al-Douri; Harry G. Poulos
    Publisher: American Society of Civil Engineers
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    Experimental Evaluation and Strain-Based Design of Inclined FRP Anchors for RC T-Beam Flexural Strengthening 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 002:;page 04025062-1
    Author(s): Alhelal, Abdulaziz; Kalfat, Robin; Al-Mahaidi, Riadh
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The use of externally bonded fiber-reinforced polymer (FRP) composites to strengthen RC structures has gained wide adoption due to the favorable mechanical properties and corrosion resistance of FRP materials. A ...
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