References
- Amundsen, H. A., & Thakur, V. (2019). Storage Duration Effects on Soft Clay Samples. Geotechnical Testing Journal, 42(4), 20170426. https://doi.org/10.1520/GTJ20170426
- Andresen, A., & Kolstad, P. (1979). The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials. Proceedings of International Symposium on Soil Sampling, 13–21.
- ASTM D2435. (2020). Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading. ASTM International. https://doi.org/10.1520/D2435_D2435M-11R20
- ASTM D2573. (2015). Standard Test Method for Field Vane Shear Test in Saturated Fine-Grained Soils. ASTM International.
- ASTM D6528. (2017). Test Method for Consolidated Undrained Direct Simple Shear Testing of Cohesive Soils. ASTM International. https://doi.org/10.1520/D6528-17
- Baligh, M. M. (1985). Strain path method. Journal of Geotechnical Engineering, 111(9), 1108–1136.
- Beesley, M. E. W., & Vardanega, P. J. (2020). Parameter variability of undrained shear strength and strain using a database of reconstituted soil tests. Canadian Geotechnical Journal, 57(8), 1247–1255. https://doi.org/10.1139/cgj-2019-0424
- Boone, S. J. (2010). A critical reappraisal of “preconsolidation pressure” interpretations using the oedometer test. Canadian Geotechnical Journal, 47(3), 281–296. https://doi.org/10.1139/T09-093
- Bowles, J. E. (1984). Physical and geotechnical properties of soils. McGraw-Hill.
- Casagrande, A. (1932). Structure of Clay and Its Importance in Foundation Engineering. Journal of Boston Society of Civil Engineers, 19(14), 168–209.
- Chandler, R. J. (1988). The in-situ measurement of the undrained shear strength of clays using the field vane. In Vane shear strength testing in soils: Field and laboratory studies (pp. 13–44). ASTM International.
- DeJong, J. T., Krage, C. P., Albin, B. M., & DeGroot, D. J. (2018). Work-Based Framework for Sample Quality Evaluation of Low Plasticity Soils. Journal of Geotechnical and Geoenvironmental Engineering, 144(10), 04018074. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001941
- Di Buò, B., Selänpää, J., Länsivaara, T. T., & D’Ignazio, M. (2019). Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays. Canadian Geotechnical Journal, 56(8), 1154–1168. https://doi.org/10.1139/cgj-2018-0066
- Donohue, S., & Long, M. (2010). Assessment of sample quality in soft clay using shear wave velocity and suction measurements. Géotechnique, 60(11), 883–889. https://doi.org/10.1680/geot.8.T.007.3741
- Gołębiewska, A. (1983). Vane testing in peat. 1, 113–117.
- Gwizdała, K., Kłos, J., Kurałowicz, Z., & Tejchman, A. (1983). Charakterystyka wybranych cech gruntów żuławskich. Archiwum Hydrotechniki, 2, 227–242.
- Hight, D. W. (2003). Sampling Effects in Soft Clay: An Update on Ladd and Lambe (1963). 86–121. https://doi.org/10.1061/40659(2003)4
- Holtz, R. D., Jamiolkowski, M. B., & Lancellotta, R. (1986). Lessons From Oedometer Tests on High Quality Samples. Journal of Geotechnical Engineering, 112(8), 768–776. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:8(768)
- Jamiolkowski, M., Ladd, C. C., Germaine, J. T., & Lancellotta, R. (1985). New developments in field and laboratory testing of soil. 57–153.
- Karlsrud, K., & Hernandez-Martinez, F. G. (2013). Strength and deformation properties of Norwegian clays from laboratory tests on high-quality block samples. Canadian Geotechnical Journal, 50(12), 1273–1293. https://doi.org/10.1139/cgj-2013-0298
- Karlsson, M., Emdal, A., & Dijkstra, J. (2016). Consequences of sample disturbance when predicting long-term settlements in soft clay. Canadian Geotechnical Journal, 53(12), 1965–1977. https://doi.org/10.1139/cgj-2016-0129
- Kempfert, H.-G., & Gebreselassie, B. (2006). Excavations and foundations in soft soils. Springer-Verlag.
- Klobe, B. (1992). Eindimensionale Kompresssion und Konsolidation und darauf basierende Verfahren zur Setzungsprognose (Phd Thesis). Department of Civil Engineering, Geo and Environmental Sciences, Karlsruhe Institute of Technology.
- Konkol, J., & Balachowski, L. (2021). Statistical evaluation of physical and index properties of Vistula Marshlands deltaic soft soils. IOP Conference Series: Earth and Environmental Science, 727(1), 012004. https://doi.org/10.1088/1755-1315/727/1/012004
- Konkol, J., Międlarz, K., & Bałachowski, L. (2019). Geotechnical characterization of soft soil deposits in Northern Poland. Engineering Geology, 259, 105187. https://doi.org/10.1016/j.enggeo.2019.105187
- Konstadinou, M., Bezuijen, A., Greeuw, G., Zwanenburg, C., Van Essen, H. M., & Voogt, L. (2021). The Influence of Apparatus Stiffness on the Results of Cyclic Direct Simple Shear Tests on Dense Sand. Geotechnical Testing Journal, 44(5), 20190471. https://doi.org/10.1520/GTJ20190471
- Koppula, S. (1981). Statistical Estimation of Compression Index. Geotechnical Testing Journal, 4(2), 68. https://doi.org/10.1520/GTJ10768J
- Kulhawy, F. H., & Mayne, P. W. (1990). Manual on estimating soil properties for foundation design. Electric Power Research Institute.
- La Rochelle, P., & Lefebvre, G. (1971). Sampling Disturbance in Champlain Clays. In B. Gordon & C. Crawford (Eds.), Sampling of Soil and Rock (pp. 143–143–21). ASTM International. https://doi.org/10.1520/STP26665S
- La Rochelle, P., Sarrailh, J., Tavenas, F., Roy, M., & Leroueil, S. (1981). Causes of sampling disturbance and design of a new sampler for sensitive soils. Canadian Geotechnical Journal, 18(1), 52–66. https://doi.org/10.1139/t81-006
- Ladd, C. C. (1991). Stability Evaluation during Staged Construction. Journal of Geotechnical Engineering, 117(4), 540–615. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:4(540)
- Ladd, C. C., & DeGroot, D. J. (2003). Recommended practice for soft ground site characterization: Arthur Casagrande Lecture. Proceedings of 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, 1, 1–59.
- Landon, M. M., DeGroot, D. J., & Sheahan, T. C. (2007). Nondestructive Sample Quality Assessment of a Soft Clay Using Shear Wave Velocity. Journal of Geotechnical and Geoenvironmental Engineering, 133(4), 424–432. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(424)
- Lim, G. T., Pineda, J., Boukpeti, N., Carraro, J. A. H., & Fourie, A. (2019). Effects of sampling disturbance in geotechnical design. Canadian Geotechnical Journal, 56(2), 275–289. https://doi.org/10.1139/cgj-2018-0016
- Lunne, T., Berre, T., Andersen, K. H., Strandvik, S., & Sjursen, M. (2006). Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays. Canadian Geotechnical Journal, 43(7), 726–750. https://doi.org/10.1139/t06-040
- Lunne, T., Berre, T., & Strandvik, S. (1997). Sample disturbance effects in soft low plastic Norwegian clay. 81–102.
- Mayne, P. W. (2006). In-situ test calibrations for evaluating soil parameters. In K. Phoon, D. Hight, S. Leroueil, & T. Tan (Eds.), Characterisation and Engineering Properties of Natural Soils. Taylor & Francis. https://doi.org/10.1201/NOE0415426916.ch2
- Mayne, P. W., & Peuchen, J. (2018). Evaluation of CPTU Nkt cone factor for undrained strength of clays. Cone Penetration Testing 2018. 4th International Symposium on Cone Penetration Testing (CPT’18), Delft.
- Mesri, G., & Feng, T.-W. (2019). Constant rate of strain consolidation testing of soft clays and fibrous peats. Canadian Geotechnical Journal, 56(10), 1526–1533. https://doi.org/10.1139/cgj-2018-0259
- Mesri, G., & Godlewski, P. M. (1977). Time- and stress-compressibility interrelationship. Journal of Geotechnical and Geoenvironmental Engineering, 103(5), 417–430.
- Nagaraj, T. S., & Srinivasa Murthy, B. R. (1986). A critical reappraisal of compression index equations. Géotechnique, 36(1), 27–32. https://doi.org/10.1680/geot.1986.36.1.27
- Nishida, Y. (1956). A Brief Note on Compression Index of Soil. Journal of the Soil Mechanics and Foundations Division, 82(3), 1027–14. https://doi.org/10.1061/JSFEAQ.0000015
- O’Kelly, B. C. (2006). Compression and consolidation anisotropy of some soft soils. Geotechnical and Geological Engineering, 24(6), 1715–1728. https://doi.org/10.1007/s10706-005-5760-0
- Pineda, J. A., Liu, X. F., & Sloan, S. W. (2016). Effects of tube sampling in soft clay: A microstructural insight. Géotechnique, 66(12), 969–983. https://doi.org/10.1680/jgeot.15.P.217
- PN EN ISO 17892-5. (2017). Geotechnical investigation and testing—Laboratory testing of soil—Part 5: Incremental loading oedometer test.
- Rendon-Herrero, O. (1980). Universal Compression Index Equation. Journal of the Geotechnical Engineering Division, 106(11), 1179–1200. https://doi.org/10.1061/AJGEB6.0001058
- Rétháti, L. (1988). Probabilistic Solutions in Geotechnics. Elsevier.
- Robertson, P. K. (2016). Cone penetration test (CPT)-based soil behaviour type (SBT) classification system—An update. Canadian Geotechnical Journal, 53(12), 1910–1927. https://doi.org/10.1139/cgj-2016-0044
- Roy, M., & Leblanc, A. (1988). Factors Affecting the Measurements and Interpretation of the Vane Strength in Soft Sensitive Clays. In A. Richards (Ed.), Vane Shear Strength Testing in Soils: Field and Laboratory Studies (pp. 117–117–12). ASTM International. https://doi.org/10.1520/STP10325S
- Roy, M., Tremblay, M., Tavenas, F., & Rochelle, P. L. (1982). Development of pore pressure in quasi-static penetration tests in sensitive clay. Canadian Geotechnical Journal, 19(1), 124–138. https://doi.org/10.1139/t82-015
- Santagata, M. C., & Germaine, J. T. (2002). Sampling Disturbance Effects in Normally Consolidated Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128(12), 997–1006. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:12(997)
- Scherzinger, T. (1991). Materialverhalten von Seetonen-Ergebnisse von Laboruntersuchungen und ihre Bedeutung für das Bauen in weichem Untergrund (Phd Thesis). Institute of Soil Mechanics and Rock Mechanics.
- Shogaki, T., & Kaneko, M. (1994). Effects of Sample Disturbance on Strength and Consolidation Parameters of Soft Clay. Soils and Foundations, 34(3), 1–10. https://doi.org/10.3208/sandf1972.34.3_1
- Skempton, A. W., & Jones, O. T. (1944). Notes on the compressibility of clays. Quarterly Journal of the Geological Society, 100(1–4), 119–135. https://doi.org/10.1144/GSL.JGS.1944.100.01-04.08
- Skempton, A. W., & Sowa, V. A. (1963). The Behaviour of Saturated Clays During Sampling and Testing. Géotechnique, 13(4), 269–290. https://doi.org/10.1680/geot.1963.13.4.269
- Stępkowska, E. T. (1986). Parametry geotechniczne gruntów z terenu żuław wiślanych (CPBR6.4/15.8.7). Institute of Hydroengineering.
- Tanaka, H. (2000). Sample Quality of Cohesive Soils: Lessons from Three Sites, Ariake, Bothkennar and Drammen. Soils and Foundations, 40(4), 57–74. https://doi.org/10.3208/sandf.40.4_57
- Tanaka, H., Ritoh, F., & Omukai, N. (2002). Quality of samples retrieved from great depth and its influence on consolidation properties. Canadian Geotechnical Journal, 39(6), 1288–1301. https://doi.org/10.1139/t02-064
- Tanaka, H., Sharma, P., Tsuchida, T., & Tanaka, M. (1996). Comparative Study on Sample Quality Using Several Types of Samplers. Soils and Foundations, 36(2), 57–68. https://doi.org/10.3208/sandf.36.2_57
- Teh, C. I., & Houlsby, G. T. (1991). An analytical study of the cone penetration test in clay. Géotechnique, 41(1), 17–34. https://doi.org/10.1680/geot.1991.41.1.17
- Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil mechanics in engineering practice (Third Edition). John Wiley & Sons Inc.
- Tsuchida, T. (2000). Evaluation of Undrained Shear Strength of Soft Clay with Consideration of Sample Quality. Soils and Foundations, 40(3), 29–42. https://doi.org/10.3208/sandf.40.3_29
- Viana da Fonseca, A., & Pineda, J. (2017). Getting high-quality samples in ‘sensitive’ soils for advanced laboratory tests. Innovative Infrastructure Solutions, 2(1), 34. https://doi.org/10.1007/s41062-017-0086-3
- Wroth, C. P., & Wood, D. M. (1978). The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15(2), 137–145. https://doi.org/10.1139/t78-014