journal article·2017-09

Pore fluid salinity effects on physicochemical-compressive behaviour of reconstituted marine clays

Miao-Miao Song, Ling-Ling Zeng, Zhen-Shun Hong

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Abstract

Abstract It has been well recognized that pore fluid salinity significantly affects physical and mechanical properties of clays. However, how to correlate the pore fluid salinity effects on mechanical behaviour with physicochemical variations induced by pore fluid salinity changes is still pending. This study investigates the changes in liquid limit, oxide compositions and compressibility with pore fluid salinity, based on experimental data obtained from reconstituted specimens of two marine clays in China. It is found that oxide compositions vary little with the change in pore fluid salinity, indicating that no chemical reaction occurs during pore salt changing for the investigated clays. Such a finding means that the pore fluid salinity effects on compression behaviour of reconstituted clays can be attributed to the variations in physical properties. For the investigated marine clays with illite as predominant clay mineral, the void ratio at liquid limit is the crucial physical index of assessing the pore fluid salinity effects on the compression behaviour. The intrinsic compression concept is also introduced to compare the compression behaviour of reconstituted clays with and without pore salt. A quantitative approach is proposed to assess the pore fluid salinity effects on the compression behaviour of marine clays reconstituted at different initial water contents.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Soil and Unsaturated Flow · Geotechnical Engineering and Soil Mechanics · Geotechnical and construction materials studies

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (40)

Show source-provided references
1. Swell and compressibility characteristics of sand–bentonite mixtures inundated with liquids10.1016/S0169-1317(99)00033-2 ↗
2. ASTM D422-63 · 2007
3. ASTM D4318-10e1 · 2014
4. ASTM D4542-15 · 2015
5. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of building10.1680/geot.1967.17.2.83 ↗
6. On the compressibility and shear strength of natural clays10.1680/geot.1990.40.3.329 ↗
7. Clay sediments in depositional basin: the geotechnical cycle10.1144/qjegh.33.1.7 ↗
8. A general framework for the mechanical behaviour of clays10.1680/geot.2000.50.4.431 ↗
9. Quick clays of eastern Canada10.1016/0013-7952(68)90002-1 ↗
10. An insight into the unloading/reloading loops on the compression curve of natural stiff clays10.1016/j.clay.2013.08.003 ↗
11. Predicting the hydraulic conductivity of saturated clays using plasticity-value correlations10.1016/j.clay.2009.04.001 ↗
12. Quick clay from the Mink Creek landslide near Terrace, British Columbia: geotechnical properties, mineralogy, and geochemistry10.1139/t05-028 ↗
13. Prediction of the compressibility behaviour of highly plastic clays under high stresses10.1016/j.clay.2010.12.003 ↗
14. Head · 1992
15. Compression behaviour of reconstituted soils at high initial water contents10.1680/geot.09.P.059 ↗
16. Compression behaviour of natural and reconstituted clays10.1680/geot.10.P.046 ↗
17. Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite10.1016/j.clay.2011.02.014 ↗
18. Experimental evaluation of leaching effects on the compressibility of marine clay and its strain rate dependency10.1080/1064119X.2010.514239 ↗
19. The compressibility and sensitivity of an artificially sedimented clay soil: the Grande-Baleine marine clay, Québec10.1080/10641198509388178 ↗
20. Effect of cementation on the compressibility of Singapore upper marine clay10.1139/T08-030 ↗
21. Mitchell · 2005
22. The effect of leaching on engineering behaviour of a marine sediment10.1680/geot.1977.27.4.517 ↗
23. A critical reappraisal of compression index equations10.1680/geot.1986.36.1.27 ↗
24. Phase relations in marine soils10.1061/(ASCE)0733-9410(1984)110:4(539) ↗
25. Geology, mineralogy, and geochemistry of Canadian soft soils: a geotechnical perspective10.1139/t80-026 ↗
26. Effect of salt leaching on physical properties of marine clays in China
27. Mechanisms controlling the undrained shear strength behaviour of clays10.1139/t99-071 ↗
28. Mechanisms controlling the undrained strength behavior of remolded Ariake marine clays10.1080/106411902753556843 ↗
29. A laboratory investigation of the effect of leaching on the compressibility and shear strength of Norwegian marine clays10.1680/geot.1974.24.2.155 ↗
30. Post-depositional changes in the pore-water chemistry of the sensitive marine clays of the Ottawa area, eastern Canada10.1016/0013-7952(79)90081-4 ↗
31. Towards a general model of quick clay development10.1111/j.1365-3091.1983.tb00692.x ↗
32. Strata of Quaternary transgressions in East China: a preliminary study
33. Whittig · 1986
34. Evaluation of the strength increase of marine clay under staged embankment loading: a case study10.1080/1064119X.2014.954180 ↗
35. Characteristics of goundwater seepage with cut-off wall in gravel aquifer. I: field observations10.1139/cgj-2014-0285 ↗
36. Seawater effect on consistency limits and compressibility characteristics of clays10.1016/j.enggeo.2008.07.005 ↗
37. Change of hydraulic conductivity during compression of undisturbed and remolded clays10.1016/j.clay.2010.11.005 ↗
38. On the volumetric strain - time curve patterns of dredged clays during primary consolidation10.1680/jgeot.15.T.003 ↗
39. Determining the virgin compression lines of reconstituted clays at different initial water contents
40. Experimental study on physical properties of clays with organic matter soluble and insoluble in water10.1016/j.clay.2016.08.018 ↗