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Volumn 1, Issue 198, 1996, Pages

Foundation design of caisson breakwaters

Author keywords

[No Author keywords available]

Indexed keywords


EID: 27844543419     PISSN: 00781193     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (1)

References (36)
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    • A Method of Analysis of the Dissipation of Excess Pore Pressures Induced during Cyclic Loading
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    • Heiberg, S.1
  • 17
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    • (1986) NGI Report 40013-8
    • Madshus, C.1
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    • Norwegian Geotechnical Institute (1995). Analysis of Bucket Foundations in Sand. Implementation of Pore Pressure Accumulation Procedure in BIFURC. NGI Report 524084-2.
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    • Motion of composite breakwater on elastic foundation under the action of impulsive breaking wave pressure
    • in Japanese
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    • ASCE
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    • (1988) J. Geotechn. Engrg. , pp. 114
    • Andersen, K.H.1    Lauritzsen, R.2
  • 35
    • 5844230931 scopus 로고
    • A Method of Analysis of the Dissipation of Excess Pore Pressures Induced during Cyclic Loading
    • Heiberg, S. (1973). A Method of Analysis of the Dissipation of Excess Pore Pressures Induced During Cyclic Loading. NGI Internal Report 51504-1.
    • (1973) NGI Internal Report 51504-1
    • Heiberg, S.1
  • 36
    • 5844324833 scopus 로고
    • Cyclic Pore Pressure in Sand Subjected to Harmonic and Stochastic Loading - Analytical Solutions
    • Madshus, C. (1986). Cyclic Pore Pressure in Sand Subjected to Harmonic and Stochastic Loading - Analytical Solutions. NGI Report 40013-8.
    • (1986) NGI Report 40013-8
    • Madshus, C.1


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