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    Closure to “Ultimate Shaft Friction and Load-Displacement Response of Axially Loaded Piles in Clay Based on Instrumented Pile Tests” by Kjell Karlsrud 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Kjell Karlsrud
    Publisher: American Society of Civil Engineers
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    Loads on Braced Excavations in Soft Clay 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002
    Author(s): Kjell Karlsrud; Lars Andresen
    Publisher: American Society of Civil Engineers
    Abstract: A parametric finite element study has been carried out to demonstrate the importance of clay strength and depth of clay layer on the earth pressures, strut loads, and bending moments for a strutted sheet pile wall in soft, ...
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    Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Youhu Zhang; Knut H. Andersen; Philippe Jeanjean; Kjell Karlsrud; Torgeir Haugen
    Publisher: ASCE
    Abstract: Pile foundations supporting offshore structures, such as jacket platforms and wind turbines, are subjected to cyclic lateral loading. The capacity and deformation of these pile foundations under cyclic lateral loading are ...
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    Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Einar John Lande; Kjell Karlsrud; Jenny Langford; Steinar Nordal
    Publisher: ASCE
    Abstract: A full-scale field test program was carried out to investigate the effects of drilling for tieback anchors on the surrounding ground. The test anchors were drilled from the ground surface through a soft clay deposit and ...
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