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Exploration and evaluation of engineering properties for foundation design of offshore structures
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CITE Title : Exploration and evaluation of engineering properties for foundation design of offshore structures Personal Author(s) : Baligh, Mohsen M.;Vivatrat, Vitoon;Ladd, Charles C. (Charles Cushing); Corporate Authors(s) : Massachusetts Institute of Technology, Sea Grant College Program,;National Sea Grant Program (U.S.); Published Date : 1979 Series : Report (Massachusetts Institute of Technology. Sea Grant Program) ; no. MITSG 79-8 URL : https://repository.library.noaa.gov/view/noaa/9730 Baligh, Mohsen M. et al. (1979). Exploration and evaluation of engineering properties for foundation design of offshore structures. Baligh, Mohsen M. and Vivatrat, Vitoon and Ladd, Charles C. (Charles Cushing) "Exploration and evaluation of engineering properties for foundation design of offshore structures" (1979) Baligh, Mohsen M. et al. "Exploration and evaluation of engineering properties for foundation design of offshore structures" , 1979 Export RIS Citation Information.
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Personal Author:
Baligh, Mohsen M. ;
Vivatrat, Vitoon
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1979 | Report (Massachusetts Institute of Technology. Sea Grant Program) ; no. MITSG 79-8
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Geotechnical reliability of offshore gravity platforms
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CITE Title : Geotechnical reliability of offshore gravity platforms Personal Author(s) : Baecher, Gregory B.;Chan, Mark;Ingra, Thomas S.;Lee, Thomas;Nucci, Louis R.; Corporate Authors(s) : Massachusetts Institute of Technology.;National Sea Grant Office (U.S.),; Published Date : 1980 Series : Report ; MITSG 80-20 URL : https://repository.library.noaa.gov/view/noaa/43076 Baecher, Gregory B. et al. (1980). Geotechnical reliability of offshore gravity platforms. Baecher, Gregory B. et al. "Geotechnical reliability of offshore gravity platforms" (1980) Baecher, Gregory B. et al. "Geotechnical reliability of offshore gravity platforms" , 1980 Export RIS Citation Information.
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[PDF - 7.88 MB]
Personal Author:
Baecher, Gregory B. ;
Chan, Mark
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1980 | Report ; MITSG 80-20
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