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| 02224cam 2200385zi 4500 |
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| 001 | 9.878072 |
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| 003 | CaOODSP |
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| 005 | 20221107165135 |
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| 006 | m go d f |
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| 007 | cr |n||||||||| |
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| 008 | 190815s1992 oncd #otb f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 041 | |aeng|bfre |
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| 043 | |an-cn-on |
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| 086 | 1 |aEn13-5/92-67E-PDF |
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| 100 | 1 |aZeman, Ales Jan, |eauthor. |
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| 245 | 10|aConsolidation of very soft sediments due to subaqueous capping / |cA.J. Zeman. |
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| 264 | 1|aBurlington, Ontario : |bLakes Research Branch, National Water Research Institute, |c[1992] |
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| 300 | |a1 online resource (7, [12] pages) : |bfigures. |
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| 336 | |atext|btxt|2rdacontent |
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| 337 | |acomputer|bc|2rdamedia |
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| 338 | |aonline resource|bcr|2rdacarrier |
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| 490 | 1 |aNWRI contribution ; |v92-67 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references (pages 6-7). |
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| 520 | |a"The magnitudes and rates of settlements due to the load applied by a subaqueous cap, which rests on a very compressible cohesive-sediment substratum, were analyzed using the classical (Terzaghi) consolidation analysis and the finite strain analysis. Large oedometer test with pore pressure measurements were used to determine void ratio effective stress and void ratio-permeability relationships. It is shown that both methods predict identical settlements; however, substantially faster rates of consolidation are predicted by the finite strain theory than by the classical theory of consolidation. The results are being incorporated into design considerations for a pilot-scale demonstration project of subaqueous capping in Hamilton Harbour"--Abstract. |
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| 546 | |aIncludes abstract in French. |
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| 692 | 07|2gccst|aSediments |
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| 692 | 07|2gccst|aLakes |
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| 692 | 07|2gccst|aWater pollution |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada). |bLakes Research Branch. |
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| 830 | #0|aNWRI contribution ;|v92-67. |w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.78 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-92-67-eng.pdf |
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