Discussion of “Reclaimed Lignin-Stabilized Silty Soil: Undrained Shear Strength, Atterberg Limits, and Microstructure Characteristics” by Tao Zhang, Guojun Cai, and Songyu Liu
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Materials in Civil Engineering
Volume 32, Issue 3
![First page of PDF](/cms/10.1061/(ASCE)MT.1943-5533.0003064/asset/b30a0907-b619-4717-9fd4-fa31dedf9a78/assets/(asce)mt.1943-5533.0003064.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The first author thanks S. Feng for helping translate some sections of MWRPRC (1999).
References
ASTM. 2014. Standard test methods for moisture, ash, and organic matter of peat and other organic soils. ASTM D2974. West Conshohocken, PA: ASTM.
Atterberg, A. 1911a. “Die Plastizität der Tone.” [In German.] Int. Mitteilungen Bodenkd. 1: 4–37.
Atterberg, A. 1911b. “Lerornas forhållande till vatten, deras plasticitetsgränser och plasticitetsgrader.” [In Swedish.] Kungliga Lantbruksakademiens Handlingar Tidskrift 50 (2): 132–158.
Berilgen, S. A., H. Kilic, and K. Ozaydın. 2007. “Determination of undrained shear strength for dredged Golden Horn marine clay with laboratory tests.” In Proc., 1st Sri Lankan Geotechnical Society (SLGS) Int. Conf. on Soil and Rock Engineering. Colombo, Sri Lanka: Sri Lankan Geotechnical Society.
BSI (British Standards Institution). 1990. Methods of test for soils for civil engineering purposes. Part 2: Classification tests. BS 1377. London: BSI.
Chen, R., L. Zhang, and M. Budhu. 2013. “Biopolymer stabilization of mine tailings.” J. Geotech. Geoenviron. Eng. 139 (10): 1802–1807. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000902.
Federico, A. 1983. “Relationships (–W) and (–δ) for remoulded clayey soils at high water content.” Rivista Italiana Geotecnica 17 (1): 38–41.
Feng, T. W. 2000. “Fall-cone penetration and water content relationship of clays.” Géotechnique 50 (2): 181–187. https://doi.org/10.1680/geot.2000.50.2.181.
Feng, T. W. 2004. “Using a small ring and a fall-cone to determine the plastic limit.” J. Geotech. Geoenviron. Eng. 130 (6): 630–635. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:6(630).
Haigh, S. K., P. J. Vardanega, and M. D. Bolton. 2013. “The plastic limit of clays.” Géotechnique 63 (6): 435–440. https://doi.org/10.1680/geot.11.P.123.
Hansbo, S. 1957. “A new approach to the determination of the shear strength of clay by the fall cone test.” In Vol. 14 of Proc., Royal Swedish Geotechnical Institute, 1–48. Stockholm: Royal Swedish Geotechnical Institute.
Horpibulsuk, S., N. Miura, and D. T. Bergado. 2004. “Undrained shear behavior of cement admixed clay at high water content.” J. Geotech. Geoenviron. Eng. 130 (10): 1096–1105. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:10(1096).
Karlsson, R. 1961. “Suggested improvements in the liquid limit test, with reference to flow properties of remoulded clays.” In Vol. 1 of Proc., 5th Int. Conf. of Soil Mechanics and Foundation Engineering, 171–184. Paris: Dunod Publishers.
Kodikara, J., H. N. Seneviratne, and C. V. Wijayakulasooriya. 1986. “Evaluation of plastic limit and plasticity index by cone penetrometer.” In Vol. 1 of Proc. Asian Regional Symp. on Geotechnical Problems and Practices in Foundation Engineering, 229–233. Colombo, Sri Lanka: National Building Research Organisation.
Kodikara, J., H. N. Seneviratne, and C. V. Wijayakulasooryia. 2006. “Discussion of ‘Using a small ring and a fall-cone to determine the plastic limit’ by T.-W. Feng.” J. Geotech. Geoenviron. Eng. 132 (2): 276–278. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(276).
Koester, J. P. 1992. “The influence of test procedure on correlation of Atterberg limits with liquefaction in fine-grained soils.” Geotech. Testing J. 15 (4): 352–361. https://doi.org/10.1520/GTJ10249J.
Koumoto, T., and G. T. Houlsby. 2001. “Theory and practice of the fall cone test.” Géotechnique 51 (8): 701–712. https://doi.org/10.1680/geot.2001.51.8.701.
Locat, J., H. Trembaly, and S. Leroueil. 1996. “Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime.” Can. Geotech. J. 33 (4): 654–669. https://doi.org/10.1139/t96-090-311.
MWRPRC (Ministry of Water Resources of the People’s Republic of China). 1999. Specification of soil test. [In Chinese.] SL237. Beijing: MWRPRC.
O’Kelly, B. C. 2004. “Accurate determination of moisture content of organic soils using the oven drying method.” Drying Technol. 22 (7): 1767–1776. https://doi.org/10.1081/DRT-200025642.
O’Kelly, B. C. 2005. “Method to compare water content values determined on the basis of different oven-drying temperatures.” Géotechnique 55 (4): 329–332. https://doi.org/10.1680/geot.2005.55.4.329.
O’Kelly, B. C. 2013a. “Atterberg limits and remolded shear strength–water content relationships.” Geotech. Test. J. 36 (6): 939–947. https://doi.org/10.1520/GTJ20130012.
O’Kelly, B. C. 2013b. “Undrained shear strength–water content relationship for sewage sludge.” Proc. Inst. Civ. Eng. Geotech. Eng. 166 (6): 576–588. https://doi.org/10.1680/geng.11.00016.
O’Kelly, B. C. 2014. “Drying temperature and water content–strength correlations.” Environ. Geotech. 1 (2): 81–95. https://doi.org/10.1680/envgeo.13.00016.
O’Kelly, B. C., and S. P. Pichan. 2013. “Effects of decomposition on the compressibility of fibrous peat—A review.” Geomech. Geoeng. 8 (4): 286–296. https://doi.org/10.1080/17486025.2013.804210.
O’Kelly, B. C., and V. Sivakumar. 2014. “Water content determinations for peat and other organic soils using the oven-drying method.” Drying Technol. 32 (6): 631–643. https://doi.org/10.1080/07373937.2013.849728.
O’Kelly, B. C., P. J. Vardanega, and S. K. Haigh. 2018. “Use of fall cones to determine Atterberg limits: A review.” Géotechnique 68 (10): 843–856. https://doi.org/10.1680/jgeot.17.R.039.
Sivakumar, V., B. C. O’Kelly, L. Henderson, C. Moorhead, S. H. Chow, and G. E. Barnes. 2016. “Discussion of ‘Measuring the plastic limit of fine soils: An experimental study’.” Proc. Inst. Civ. Eng. Geotech. Eng. 169 (1): 83–85. https://doi.org/10.1680/jgeen.15.00068.
Stone, K. J. L., and C. D. Phan. 1995. “Cone penetration tests near the plastic limit.” Géotechnique 45 (1): 155–158. https://doi.org/10.1680/geot.1995.45.1.155.
Vardanega, P. J., and S. K. Haigh. 2014. “The undrained strength–liquidity index relationship.” Can. Geotech. J. 51 (9): 1073–1086. https://doi.org/10.1139/cgj-2013-0169.
Wood, D. M. 1985. “Some fall-cone tests.” Géotechnique 35 (1): 64–68. https://doi.org/10.1680/geot.1985.35.1.64.
Wroth, C. P., and D. M. Wood. 1978. “The correlation of index properties with some basic engineering properties of soils.” Can. Geotech. J. 15 (2): 137–145. https://doi.org/10.1139/t78-014.
Zhang, T., G. Cai, and S. Liu. 2018. “Reclaimed lignin-stabilized silty soil: Undrained shear strength, Atterberg limits, and microstructure characteristics.” J. Mater. Civ. Eng. 30 (11): 04018277. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002492.
Information & Authors
Information
Published In
Copyright
©2020 American Society of Civil Engineers.
History
Received: Nov 12, 2018
Accepted: Dec 12, 2018
Published online: Jan 3, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 3, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.