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    Open Caissons for Deep Foundations 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): Ervin Nonveiller
    Publisher: American Society of Civil Engineers
    Abstract: Open caissons are a very efficient method of deep foundation, provided the ground conditions are favorable. Design and construction of a 60‐m deep shaft, 27.0‐m ID for a pumped storage hydroelectric power station is ...
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    Discussion of “<i>Hydraulic Fracturing in Embankment Dams</i>” by James L. Sherard (October, 1986, Vol. 112, No. 10) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Ervin Nonveiller
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Postconstruction Deformation of Rockfill Dams</i>” by Oscar Dascal (January, 1987, Vol. 113, No. 1) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author(s): Ervin Nonveiller
    Publisher: American Society of Civil Engineers
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    War Damages and Reconstruction of Peruća Dam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Ervin Nonveiller; Josip Rupčić; Zvonimir Sever
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes the heavy damages caused by blasting in the Peruća rockfill dam in Croatia in January 1993. Complete collapse of the dam by overtopping was prevented through quick action of the dam owner by dumping ...
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