Effect of organic matter content on Atterberg limits and undrained shear strength of river sediment

References

• Bennett, R. H., L. Lehman, M. H. Hulbert, G. R. Harvey, S. A. Bush, E. B. Forde, P. Crews, and W. B. Sawyer. 1985. Interrelationships of Organic Carbon and Submarine Sediment Geotechnical Properties. Marine Geotechnology 6 (1): 61–98. doi:10.1080/10641198509388180.
   Web of Science ®Google Scholar
• Berilgen, S. A., H. Klc, and K. Ozaydn. 2007. Determination of undrained shear strength for dredged golden horn marine clay with laboratory tests. Sri Lankan Geotechnical Society's First International Conference on Soil and Rock Engineering. Colombo, Sri Lanka, August 5–11.
   Google Scholar
• Bian, X., Z. F. Wang, G. Q. Ding, and Y. P. Cao. 2016. Compressibility of Cemented Dredged Clay at High Water Content with Super-Absorbent Polymer. Engineering Geology 208: 198–205. doi:10.1016/j.enggeo.2016.04.036.
   Web of Science ®Google Scholar
• Booth, J., and A. Dahl. 1986. A Note on the Relationships between Organic Matter and Some Geotechnical Properties of a Marine Sediment. Marine Geotechnology 6 (3): 281–297. doi:10.1080/10641198609388191.
   Web of Science ®Google Scholar
• Broms, B. B. 1987. Stabilization of Very Soft Clay Using Geofabric. Geotextiles and Geomembranes 5: 17–28.
   Web of Science ®Google Scholar
• BS 1377-2. 1990. Methods of Test for Soils for Civil Engineering Purposes Part 2 – Classification Tests, 68. London: British Standards Institution.
   Google Scholar
• Busch, W., and G. Keller. 1983. Analysis of Sediment Stability on the Peru-Chile Continental Slope. Marine Geotechnology 5 (2): 181–211. doi:10.1080/10641198309379842.
   Web of Science ®Google Scholar
• Casagrande, A. 1932. Research on the Atterberg Limits of Soils. Public Roads 13 (8): 121–136.
   Google Scholar
• Casagrande, A. 1958. Notes on the Design of the Liquid Limit Device. Géotechnique 8 (2): 84–91. doi:10.1680/geot.1958.8.2.84.
   Google Scholar
• Chu, J., M. W. Bo, and A. Arulrajah. 2009. Reclamation of a Slurry Pond in Singapore. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 162 (1): 13–20. doi:10.1680/geng.2009.162.1.13.
   Web of Science ®Google Scholar
• Develioglu, I., and H. F. Pulat. 2017. Geotechnical Properties and Compressibility Behavior of Organic Dredged Soils. International Journal of Geotechnical and Geological Engineering 11 (2): 204–208.
   Google Scholar
• Dexter, A. R., G. Richard, D. Arrouays, E. A. Czyż, C. Jolivet, and O. Duval. 2008. Complexed Organic Matter Controls Soil Physical Properties. Geoderma 144 (3-4): 620–627. doi:10.1016/j.geoderma.2008.01.022.
   Web of Science ®Google Scholar
• Federico, A. 1983. Relationships (Cu-w) and (Cu-s) for Remolded Clayey Soils at High Water Content. Rivista Italiana di Geotecnica 17 (1): 38–41.
   Google Scholar
• Gao, Y. F., S. He, Y. Zhou, and S. M. Wang. 2012. Study on the Unload Interval Time of Thin Plate Penetration Test. Advanced Materials Research 446-449: 2275–2278. doi:10.4028/www.scientific.net/AMR.446-449.2275.
   Google Scholar
• Hansbo, S. 1957. A New Approach to Determination of Shear Strength of Clay by the Fall Cone Test. Royal Swedish Geotechnical Institute Proceedings 14: 1–49.
   Google Scholar
• Hamouche, F., and R. Zentar. 2020. Effects of Organic Matter on Physical Properties of Dredged Marine Sediments. Waste and Biomass Valorization 11 (1): 389–401. doi:10.1007/s12649-018-0387-6.
   Web of Science ®Google Scholar
• Haigh, S. K., P. J. Vardanega, and B. C. O’Kelly. 2019. Discussion of 'Factors Influencing Undrained Strength of Fine-Grained Soils at High Water Contents by H.B. Nagaraj, M.V. Sravan and B.S. Deepa. Geomechanics and Geoengineering: 1–3.
   Google Scholar
• Hong, Z. S., H. L. Liu, and T. Negami. 2003. Remolded Undrained Strength of Soils. China Ocean Engineering 17 (1): 133–142.
   Web of Science ®Google Scholar
• Huang, Y., W. Zhu, X. Qian, N. Zhang, and X. Zhou. 2011. Change of Mechanical Behavior between Solidified and Remolded Solidified Dredged Materials. Engineering Geology 119 (3-4): 112–119. doi:10.1016/j.enggeo.2011.03.005.
   Web of Science ®Google Scholar
• Inoue, T., T. S. Tan, and S. L. Lee. 1990. An Investigation of Shear Strength of Slurry Clay. Soils and Foundations 30 (4): 1–10. doi:10.3208/sandf1972.30.4_1.
   Google Scholar
• Jong, E. D., D. F. Acton, and H. B. Stonehouse. 1990. Estimating the Atterberg Limits of Southern Saskatchewan Soils from Texture and Carbon Contents. Canadian Journal of Soil Science 70 (4): 543–554. doi:10.4141/cjss90-057.
   Web of Science ®Google Scholar
• Kamali, S., F. Bernard, N. E. Abriak, and P. Degrugilliers. 2008. Marine Dredged Sediments as New Materials Resource for Road Construction. Waste Management 28 (5): 919–928.
   PubMed Web of Science ®Google Scholar
• Karakouzian, M., B. B. Avar, N. Hudyma, and J. A. Moss. 2003. Field Measurements of Shear Strength of an Underconsolidated Marine Clay. Engineering Geology 67 (3-4): 233–242. doi:10.1016/S0013-7952(02)00182-5.
   Web of Science ®Google Scholar
• Karlsson, R. 1961. Suggested Improvements in the Liquid Limit Test, with Reference to Flow Properties of Remoulded Clays. Proceedings of the 5th International Conference on Soil Mechanics and Foundational Engineering, Paris 1: 171–184.
   Google Scholar
• Kaya, A., and H. Y. Fang. 2000. The Effects of Organic Fluids on Physicochemical Parameters of Fine-Grained Soils. Canadian Geotechnical Journal 37 (5): 943–950. doi:10.1139/t00-023.
   Web of Science ®Google Scholar
• Keller, G. H. 1982. Organic Matter and the Geotechnical Properties of Submarine Sediments. Geo-Marine Letters 2 (3-4): 191–198. doi:10.1007/BF02462762.
   Google Scholar
• Koumoto, T., and G. T. Houlsby. 2001. Theory and Practice of the Fall Cone Test. Géotechnique 51 (8): 701–712. doi:10.1680/geot.2001.51.8.701.
   Web of Science ®Google Scholar
• Kuriakose, B., B. M. Abraham, A. Sridharan, and B. T. Jose. 2017. Water Content Ratio: An Effective Substitute for Liquidity Index for Prediction of Shear Strength of Clays. Geotechnical and Geological Engineering 35 (4): 1577–1586. doi:10.1007/s10706-017-0193-0.
   Web of Science ®Google Scholar
• Lee, L. T., and R. B. Freeman. 2009. Dual-Weight Fall Cone Method for Simultaneous Liquid Limit Determination. Journal of Geotechnical and Geoenvironmental Engineering 135 (1): 158–161. doi:10.1061/(ASCE)1090-0241(2009)135:1(158).
   Web of Science ®Google Scholar
• Leroueil, S., F. Tavenas, and J. P. L. Bihan. 1983. Propriétés Caractéristiques Des Argiles de L'est du Canada. Canadian Geotechnical Journal 20 (4): 681–705. doi:10.1139/t83-076.
   Web of Science ®Google Scholar
• Locat, J., and D. Demers. 1988. Viscosity, Yield Stress, Remolded Strength, and Liquidity Index Relationships for Sensitive Clays. Canadian Geotechnical Journal 25 (4): 799–806. doi:10.1139/t88-088.
   Web of Science ®Google Scholar
• Lu, T., and W. R. Bryant. 1997. Comparison of Vane Shear and Fall Cone Strengths of Soft Marine Clay. Marine Georesources & Geotechnology 15 (1): 67–82. doi:10.1080/10641199709379935.
   Web of Science ®Google Scholar
• Malkawi, A. I. H., A. S. Alawneh, and O. T. Abu-Safaqah. 1999. Effects of Organic Matter on the Physical and the Physicochemical Properties of an Illitic Soil. Applied Clay Science 14 (5-6): 257–278. doi:10.1016/S0169-1317(99)00003-4.
   Web of Science ®Google Scholar
• Mitchell, K., and K. Soga. 2005. Fundamentals of Soil Behavior. New York: John Wiley & Sons.
   Google Scholar
• Nagaraj, H. B., A. Sridharan, and H. M. Mallikarjuna. 2012. Re-Examination of Undrained Strength at Atterberg Limits Water Contents. Geotechnical and Geological Engineering 30 (4): 727–736. doi:10.1007/s10706-011-9489-7.
   Google Scholar
• Nagaraj, H. B., M. V. Sravan, and B. S. Deepa. 2018. Factors Influencing Undrained Strength of Fine-Grained Soils at High Water Contents. Geomechanics and Geoengineering 13 (4): 276–287. doi:10.1080/17486025.2018.1445873.
   Web of Science ®Google Scholar
• Odell, R. T., T. H. Thornburn, and L. J. Mckenzie. 1960. Relationships of Atterberg Limits to Some Other Properties of Illinois Soils. Soil Science Society of America Journal 24 (4): 297–300. doi:10.2136/sssaj1960.03615995002400040025x.
   Google Scholar
• Ohtsubo, M., K. Egashira, and K. Kashima. 1995. Depositional and Post-Depositional Geochemistry, and Its Correlation with the Geotechnical Properties of Marine Clays in Ariake Bay, Japan. Géotechnique 45 (3): 509–523. doi:10.1680/geot.1995.45.3.509.
   Web of Science ®Google Scholar
• O’Kelly, B. C. 2006. Geotechnical Properties of Municipal Sewage Sludge. Geotechnical and Geological Engineering 24 (4): 833–850. doi:10.1007/s10706-005-6611-8.
   Google Scholar
• O’Kelly, B. C. 2010. Landfill Disposal of Alum Water Treatment Residues: some Pertinent Geoengineering Properties. Journal of Residuals Science and Technology 7 (2): 95–113.
   Google Scholar
• O’Kelly, B. C. 2014. Characterisation and Undrained Strength of Amorphous Clay. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 167 (3): 311–320.
   Web of Science ®Google Scholar
• O'Kelly, B. C., and V. Sivakumar. 2014. Water Content Determinations for Peat and Other Organic Soils Using the Oven-Drying Method. Drying Technology 32 (6): 631–643. doi:10.1080/07373937.2013.849728.
   Web of Science ®Google Scholar
• O’Kelly, B. C. 2015. Atterberg Limits Are Not Appropriate for Peat Soils. Geotechnical Research 2 (3): 123–134. doi:10.1680/jgere.15.00007.
   Web of Science ®Google Scholar
• Olgun, M., and M. Yildiz. 2010. Effect of Organic Fluids on the Geotechnical Behavior of a Highly Plastic Clayey Soil. Applied Clay Science 48 (4): 615–621. doi:10.1016/j.clay.2010.03.015.
   Web of Science ®Google Scholar
• Palomino, A. M., S. E. Burns, and J. C. Santamarina. 2008. Mixtures of Fine-Grained Minerals-Kaolinite and Carbonate Grains. Clays and Clay Minerals 56 (6): 599–611. doi:10.1346/CCMN.2008.0560601.
   Web of Science ®Google Scholar
• Paul, M. A., and B. F. Barras. 1999. Role of Organic Material in the Plasticity of Bothkennar Clay. Géotechnique 49 (4): 529–535. doi:10.1680/geot.1999.49.4.529.
   Web of Science ®Google Scholar
• Rabbee, T., and I. M. Rafizul. 2012. Strength and Compressibility Characteristics of Reconstituted Organic Soil at Khulna Region of Bangladesh. International Journal of Engineering and Technology 2 (10): 1672–1681.
   Google Scholar
• Randolph, M. F., D. J. White, N. Boukpeti, and H. E. Low. 2012. Strength of Fine-Grained Soils at the Solid-Fluid Transition. Géotechnique 62 (3): 213–226. doi:10.1680/geot.9.P.069.
   Web of Science ®Google Scholar
• Romilus, P. 2004. Effect of Organic Contents on the Compaction and Shear Strength of Soil. Minerva Anestesiologica 44 (12): 1023–1027.
   Google Scholar
• Schlue, B. F., T. Mörz, and S. Kreiter. 2011. Undrained Shear Strength Properties of Organic Harbor Mud at Low Consolidation Stress Levels. Canadian Geotechnical Journal 48 (3): 388–398. doi:10.1139/T10-075.
   Web of Science ®Google Scholar
• Seybold, C. A., M. A. Elrashidi, and R. J. Engel. 2008. Linear Regression Models to Estimate Soil Liquid Limit and Plasticity Index from Basic Soil Properties. Soil Science 173 (1): 25–34. doi:10.1097/ss.0b013e318159a5e1.
   Web of Science ®Google Scholar
• Shahriar, A. R., M. Z. Abedin, and R. Jadid. 2018. Thixotropic Aging and Its Effect on 1-D Compression Behavior of Soft Reconstituted Clays. Applied Clay Science 153: 217–227. doi:10.1016/j.clay.2017.12.029.
   Web of Science ®Google Scholar
• Shang, J. Q., M. Tang, and Z. Miao. 1998. Vacuum Preloading Consolidation of Reclaimed Land: A Case Study. Canadian Geotechnical Journal 35 (5): 740–749. doi:10.1139/t98-039.
   Web of Science ®Google Scholar
• Sharma, B., and P. K. Bora. 2003. Plastic Limit, Liquid Limit and Undrained Shear Strength of Soil—Reappraisal. Journal of Geotechnical and Geoenvironmental Engineering 129 (8): 774–777. doi:10.1061/(ASCE)1090-0241(2003)129:8(774).
   Web of Science ®Google Scholar
• Shi, X. S., and I. Herle. 2015. Compression and Undrained Shear Strength of Remoulded Clay Mixtures. Géotechnique Letters 5 (2): 62–67. doi:10.1680/geolett.14.00089.
   Web of Science ®Google Scholar
• Shimobe, S., and G. Spagnoli. 2019. A Global Database considering Atterberg Limits with the Casagrande and Fall-Cone Tests. Engineering Geology 260: 105201. doi:10.1016/j.enggeo.2019.105201.
   Web of Science ®Google Scholar
• Siham, K., B. Fabrice, A. N. Edine, and D. Patrick. 2008. Marine Dredged Sediments as New Materials Resource for Road Construction. Waste Management (New York, N.Y.) 28 (5): 919–928. doi:10.1016/j.wasman.2007.03.027.
   PubMed Web of Science ®Google Scholar
• Skempton, A. W., and R. D. Northey. 1952. The Sensitivity of Clays. Géotechnique 3 (1): 30–53. doi:10.1680/geot.1952.3.1.30.
   Google Scholar
• Smith, C. W., A. Hadas, J. Dan, and H. Koyumdjisky. 1985. Shrinkage and Atterberg Limits in Relation to Other Properties of Principal Soil Types in Israel. Geoderma 35 (1): 47–65. doi:10.1016/0016-7061(85)90055-2.
   Web of Science ®Google Scholar
• Sridharan, A., A. El-Shafei, and N. Miura. 2002. Mechanisms Controlling the Undrained Strength Behavior of Remolded Ariake Marine Clays. Marine Georesources & Geotechnology 20 (1): 21–50. doi:10.1080/106411902753556843.
   Web of Science ®Google Scholar
• Stanchi, S.,. M. Catoni, M. E. D'Amico, G. Falsone, and E. Bonifacio. 2017. Liquid and Plastic Limits of Clayey, Organic C-Rich Mountain Soils: Role of Organic Matter and Mineralogy. Catena 151: 238–246. doi:10.1016/j.catena.2016.12.021.
   Web of Science ®Google Scholar
• Tan, T. S. 1994. Shear strength of very soft clay-sand mixtures. Geotechnical Testing Journal 17 (1): 27–34.
   Google Scholar
• Tan, T. S., T. C. Goh, G. P. Karunaratne, T. Inoue, and S. L. Lee. 1991. Yield Stress Measurement by a Penetration Method. Canadian Geotechnical Journal 28 (4): 517–522. doi:10.1139/t91-068.
   Web of Science ®Google Scholar
• Terzaghi, K., R. B. Peck, and G. Mesri. 1996. Soil Mechanics in Engineering Practice. New York: John Wiley & Sons.
   Google Scholar
• Vardanega, P. J., and S. K. Haigh. 2017. Discussion of Water Content Ratio: An Effective Substitute for Liquidity Index for Prediction of Shear Strength of Clays by Beshy Kuriakose, Benny Mathews Abraham, A. Sridharan & Babu T. Jose. Geotechnical and Geological Engineering 35 (6): 3039–3044. doi:10.1007/s10706-017-0290-0.
   Web of Science ®Google Scholar
• Vardanega, P. J., C. L. Hickey, K. Lau, H. D. L. Sarzier, C. M. Couturier, and G. Martin. 2019. Investigation of the Atterberg Limits and Undrained Fall-Cone Shear Strength Variation with Water Content of Some Peat Soils. International Journal of Pavement Research and Technology 12 (2): 131–138. doi:10.1007/s42947-019-0017-0.
   Google Scholar
• Verreydt, K., D. Van Gemert, J. Houtmeyers, and J. Van Waelderen. 2014. Redevelopment of Old Sludge Reservoirs. APCBEE Procedia 10: 177–181. doi:10.1016/j.apcbee.2014.10.013.
   Google Scholar
• Wasti, Y., and M. H. Bezirci. 1986. Determination of the Consistency Limits of Soils by the Fall Cone Test. Canadian Geotechnical Journal 23 (2): 241–246. doi:10.1139/t86-033.
   Web of Science ®Google Scholar
• Wang, D., R. Zentar, N. E. Abriak, and W. Xu. 2012. Experimental Investigation on Consistency Limits of Cement and Lime-Stabilized Marine Sediments. Environmental Technology 33 (10-12): 1197–1205. doi:10.1080/09593330.2011.633565.
   PubMed Web of Science ®Google Scholar
• Wang, D., R. Zentar, N. E. Abriak, and W. Xu. 2013. Shear Strength Behavior of Cement/Lime-Solidified Dunkirk Sediments by Fall Cone Tests and Vane Shear Tests. Geotechnical Testing Journal 36 (1): 20120030–20120162. doi:10.1520/GTJ20120030.
   Web of Science ®Google Scholar
• Wang, D., N. E. Abriak, and R. Zentar. 2017. Dredged Marine Sediments Used as Novel Supply of Filling Materials for Road Construction. Marine Georesources & Geotechnology 35 (4): 472–480. doi:10.1080/1064119X.2016.1198945.
   Web of Science ®Google Scholar
• Whittig, L. D., and W. R. Allardice. 1986. X-Ray Diffraction Techniques. Methods of Soil Analysis: Part 1 Physical and Mineralogical Methods 5: 331–362.
   Google Scholar
• Whyte, I. L. 1982. Soil Plasticity and Strength — A New Approach Using Extrusion. Ground Engineering 15 (1): 16–24.
   Google Scholar
• Wood, D. M. 1981. Cone Penetrometer and Liquid Limit. Géotechnique 32 (32): 152–157.
   Google Scholar
• Wood, D. M. 1985. Some Fall-Cone Tests. Géotechnique 35 (1): 64–68. doi:10.1680/geot.1985.35.1.64.
   Web of Science ®Google Scholar
• Wood, D. M. 1990. Soil Behaviour and Critical State Soil Mechanics. Cambridge: Cambridge university Press.
   Google Scholar
• Wroth, C. P., and D. M. Wood. 1978. The Correlation of Index Properties with Some Basic Engineering Properties of Soils. Canadian Geotechnical Journal 15 (2): 137–145. doi:10.1139/t78-014.
   Web of Science ®Google Scholar
• Xu, G. Z., Y. F. Gao, Z. S. Hong, and J. W. Ding. 2012. Sedimentation Behavior of Four Dredged Slurries in China. Marine Georesources & Geotechnology 30 (2): 143–156. doi:10.1080/1064119X.2011.602382.
   Web of Science ®Google Scholar
• Zeng, L. L., Z. S. Hong, Y. Q. Cai, and J. Han. 2011. Change of Hydraulic Conductivity during Compression of Undisturbed and Remolded Clays. Applied Clay Science 51 (1-2): 86–93. doi:10.1016/j.clay.2010.11.005.
   Web of Science ®Google Scholar
• Zeng, L. L., Z. S. Hong, and Y. J. Cui. 2015. On the Volumetric Strain–Time Curve Patterns of Dredged Clays during Primary Consolidation. Géotechnique 65 (12): 1023–1028. doi:10.1680/jgeot.15.T.003.
   Web of Science ®Google Scholar
• Zeng, L. L., Z. S. Hong, C. Wang, and Z. Z. Yang. 2016. Experimental Study on Physical Properties of Clays with Organic Matter Soluble and Insoluble in Water. Applied Clay Science 132-133: 660–667. doi:10.1016/j.clay.2016.08.018.
   Web of Science ®Google Scholar
• Zeng, L. L., X. Bian, L. Zhao, Y. J. Wang, and Z. S. Hong. 2021. Effect of Phosphogypsum on Physiochemical and Mechanical Behaviour of Cement Stabilized Dredged Soil from Fuzhou. Geomechanics for Energy and the Environment 25: 100195. doi:10.1016/j.gete.2020.100195.
   Web of Science ®Google Scholar
• Zentar, R., N. Abriak, and V. Dubois. 2009a. Effects of Salts and Organic Matter on Atterberg Limits of Dredged Marine Sediments. Applied Clay Science 42 (3-4): 391–397. doi:10.1016/j.clay.2008.04.003.
   Web of Science ®Google Scholar
• Zentar, R., N. E. Abriak, and V. Dubois. 2009b. Fall Cone Test to Characterize Shear Strength of Organic Sediments. Journal of Geotechnical and Geoenvironmental Engineering 135 (1): 153–157. doi:10.1061/(ASCE)1090-0241(2009)135:1(153).
   Web of Science ®Google Scholar