Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Yoshiharu Moriwaki"'
Autor:
T. L. Youd, I. M. Idriss, Ronald D. Andrus, Ignacio Arango, Gonzalo Castro, John T. Christian, Richardo Dobry, W. D. Liam Finn, Leslie F. Harder, Mary Ellen Hynes, Kenji Ishihara, Joseph P. Koester, Sam S. C. Liao, William F. Marcuson, Geoffrey R. Martin, James K. Mitchell, Yoshiharu Moriwaki, Maurice S. Power, Peter K. Robertson, Raymond B. Seed, Kenneth H. Stokoe
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 127:817-833
Following disastrous earthquakes in Alaska and in Niigata, Japan in 1964, Professors H. B. Seed and I. M. Idriss developed and published a methodology termed the ''simplified procedure'' for evaluating liquefaction resistance of soils. This procedure
Autor:
T. L. Youd, I. M. Idriss, Ronald D. Andrus, Ignacio Arango, Gonzalo Castro, John T. Christian, Ricardo Dobry, W. D. Liam Finn, Leslie F. Harder, Mary Ellen Hynes, Kenji Ishihara, Joseph P. Koester, Sam S. C. Liao, William F. Marcuson, Geoffrey R. Martin, James K. Mitchell, Yoshiharu Moriwaki, Maurice S. Power, Peter K. Robertson, Raymond B. Seed, Kenneth H. Stokoe
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 129:284-286
Autor:
Yoshiharu Moriwaki, J. K. Mitchell
A series of slaking tests was conducted to identify those conditions under which dispersion is the dominant mechanism of clay slaking. Variables investigated were clay mineralogy, adsorbed cation ratios (sodium/calcium), consolidation fluid electroly
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f03bd7d9ece9b038842cae7497d29e2c
https://doi.org/10.1520/stp26994s
https://doi.org/10.1520/stp26994s
Publikováno v:
Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground.
Publikováno v:
Geological Society of America Bulletin. 100:783-792
The Anchorage Metropolitan area sustained catastrophic damage and loss of life during the 1964 Prince William Sound earth-quake (M W = 9.2). Current geologic and geo-physical data indicate that the area is subject to future major earthquakes related
Publikováno v:
Journal of the Geotechnical Engineering Division. 108:1475-1493
An existing one-dimensional, non-linear, degrading stress-strain soil model for horizontal sites is extended to mildly sloping sites and a practical procedure to analyze the earthquake-induced deformation of mildly sloping soft clayey sites is presen
Autor:
Yoshiharu Moriwaki, Maurice S. Power
Publikováno v:
Journal of the Geotechnical Engineering Division. 107:367-370