Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Side 76
... settlement plates and the two settlement anchors . Also shown are estimates of the settlement at the end of primary consolidation ( PTF ) , as obtained by Taylor's square root of time fitting method . There is an increasing spread among ...
... settlement plates and the two settlement anchors . Also shown are estimates of the settlement at the end of primary consolidation ( PTF ) , as obtained by Taylor's square root of time fitting method . There is an increasing spread among ...
Side 84
... settlement . C. Total Final Settlement Table 4 summarizes five methods of predicting total final settlement which is defined as initial settlement plus consolidation settlement . The first two methods assume that one - dimensional ...
... settlement . C. Total Final Settlement Table 4 summarizes five methods of predicting total final settlement which is defined as initial settlement plus consolidation settlement . The first two methods assume that one - dimensional ...
Side 89
... settlement . The first two methods assume one - dimensional strain and drainage , whereas the third takes into ... settlement of the three settlement plates to the rates predicted by the three analytical methods . The approximate nature ...
... settlement . The first two methods assume one - dimensional strain and drainage , whereas the third takes into ... settlement of the three settlement plates to the rates predicted by the three analytical methods . The approximate nature ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
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