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Oblozinsky, Pavol, Ugai, Keizo, Katagiri, Masaaki, Saitoh, Kunio, Ishii, Takeshi, Masuda, Toru, Kuwabara, Kiyoshi (2001) A design method for slurry trench wall stability in sandy ground based on the elasto-plastic FEM. Computers and Geotechnics, 28. 145-159 doi:10.1016/s0266-352x(00)00028-8

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Reference TypeJournal (article/letter/editorial)
TitleA design method for slurry trench wall stability in sandy ground based on the elasto-plastic FEM
JournalComputers and Geotechnics
AuthorsOblozinsky, PavolAuthor
Ugai, KeizoAuthor
Katagiri, MasaakiAuthor
Saitoh, KunioAuthor
Ishii, TakeshiAuthor
Masuda, ToruAuthor
Kuwabara, KiyoshiAuthor
Year2001 (March)Volume28
PublisherElsevier BV
DOIdoi:10.1016/s0266-352x(00)00028-8Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1004912Long-form Identifiermindat:1:5:1004912:7
GUID0
Full ReferenceOblozinsky, Pavol, Ugai, Keizo, Katagiri, Masaaki, Saitoh, Kunio, Ishii, Takeshi, Masuda, Toru, Kuwabara, Kiyoshi (2001) A design method for slurry trench wall stability in sandy ground based on the elasto-plastic FEM. Computers and Geotechnics, 28. 145-159 doi:10.1016/s0266-352x(00)00028-8
Plain TextOblozinsky, Pavol, Ugai, Keizo, Katagiri, Masaaki, Saitoh, Kunio, Ishii, Takeshi, Masuda, Toru, Kuwabara, Kiyoshi (2001) A design method for slurry trench wall stability in sandy ground based on the elasto-plastic FEM. Computers and Geotechnics, 28. 145-159 doi:10.1016/s0266-352x(00)00028-8
In(2001, March) Computers and Geotechnics Vol. 28 (2) Elsevier BV

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