Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Side 31
... indicate the need for several current meters operated at different locations . Considering the twelve tidal cycles ... indicates that the directions of the current at the proposed outfall site remain constant at 233 ° and 60 ° for the ...
... indicate the need for several current meters operated at different locations . Considering the twelve tidal cycles ... indicates that the directions of the current at the proposed outfall site remain constant at 233 ° and 60 ° for the ...
Side 77
... indicates sizable excess pore pressures still remain in the clay ten years after construction . The measured pore pressures shown in Fig . 7 along with the predicted initial pore pressures indicate a degree of consolidation of 0.62 to ...
... indicates sizable excess pore pressures still remain in the clay ten years after construction . The measured pore pressures shown in Fig . 7 along with the predicted initial pore pressures indicate a degree of consolidation of 0.62 to ...
Side 82
... indicate that the variation in soil properties over the site is small . The next factor to consider is the effect of variation in thickness of the clay layer . An example of the effect of variation of thickness of the clay has already ...
... indicate that the variation in soil properties over the site is small . The next factor to consider is the effect of variation in thickness of the clay layer . An example of the effect of variation of thickness of the clay has already ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
Copyright | |
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