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Strength and Dynamic Properties of Cement-Mixed Korean Marine Clays

  • Geotechnical Engineering
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Abstract

Deep Cement Mixing (DCM) is the most commonly employed ground improvement method for offshore construction purposes worldwide. Nevertheless, the dynamic behavior of cement-mixed and stabilized clays is almost unknown due to the lack of experimental studies, while seismic concerns regarding offshore structures related to typhoons, tsunamis, or earthquakes are becoming more important. Moreover, very few geotechnical evaluations have been performed to characterize cement-mixed Korean marine clays, while DCM is the most commonly used practical implementation method for soft soil improvement in Korea. In this study, a series of laboratory experimental studies were conducted to obtain the static strengthening and dynamic behaviors and geotechnical engineering design parameters of cement-treated Korean marine clays. The unconfined compressive strength and shear stiffness (G) of cement-mixed Korean marine clay increase with curing time, while different trends were observed for straindependent behaviors (i.e. normalized shear modulus and damping ratio) depending on curing time and binder contents. The static and dynamic geotechnical properties and relationships of DCM treated soft clays obtained in this study are expected to be accepted for seismic considerations and designs of DCM-treated soft clays.

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References

  • Acar, Y. B. and El-Tahir, E.-T. A. (1986). “Low strain dynamic properties of artificially cemented sand.” Journal of Geotechnical Engineering, Vol. 112, No. 11, pp. 1001–1015, DOI: 10.1061/(ASCE)0733-9410(1986)112:11(1001).

    Article  Google Scholar 

  • Ahn, T. B. (2010). “Effects of DCM column properties in softground on stabilities of underground roadway.” KSCE Journal of Civil Engineering, Vol. 30, No. 2C, pp. 77–84.

    Google Scholar 

  • Asano, J., Ban, K., Azuma, K., and Takahashi, K. (1996). “Deep mixing method of soil stabilization using coal ash.” Proc., Proceedings of the 2nd International Conference on Ground Improvement Geosystems, Grouting and Deep Mixing, pp. 393–398.

    Google Scholar 

  • Baig, S., Picornell, M., and Nazarian, S. (1997). “Low strain shear moduli of cemented sands.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 6, pp. 540–545, DOI: 10.1061/(ASCE) 1090-0241(1997)123:6(540).

    Article  Google Scholar 

  • Balasubramaniam, A., Lin, D., Sharma Acharya, S., Kamruzzaman, A., Uddin, K., and Bergado, D. (1999). “Behavior of soft Bangkok clay treated with additives.” A. A. Balkema, P. O. Box 1675 NL-3000 BR Rotterdam The Netherlands., pp. 11–14.

    Google Scholar 

  • Beckett, C. and Ciancio, D. (2014). “Effect of compaction water content on the strength of cement-stabilized rammed earth materials.” Can. Geotech. J., Vol. 51, No. 5, pp. 583–590.

    Article  Google Scholar 

  • Bruce, D. A., Bruce, M. E. C., and DiMillio, A. F. (1998). “Deep mixing method: A global perspective.” Civil Engineering, Vol. 68, No. 12, pp. 1–26.

    Google Scholar 

  • Carroll, D. (1959). “Ion exchange in clays and other minerals.” Geological Society of America Bulletin, Vol. 70, No. 6, pp. 749–779, DOI: 10.1130/0016-7606(1959)70[749:IEICAO]2.0.CO;2.

    Article  Google Scholar 

  • Chapman, H. (1965). “Cation-exchange capacity.” Methods of soil analysis. Part 2. Chemical and microbiological properties (methodsofsoilanb), pp. 891–901.

    Google Scholar 

  • Chew, S., Kamruzzaman, A., and Lee, F. (2004). “Physicochemical and engineering behavior of cement treated clays.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 7, pp. 696–706, DOI: 10.1061/(ASCE)1090-0241(2004)130:7(696).

    Article  Google Scholar 

  • Cho, Y. S. and Kim, H. J. (2006). “Sea level change due to typhoons in Korean peninsula.” Journal of coastal research, Vol. 22, No. 3, pp. 678–682, DOI: 10.2112/04-0269.1.

    Article  Google Scholar 

  • Chun, B. S., Lee, J. Y., and Seo, D. D. (2003). “The injection characteristics and environmental effects for grouting materials based on cement.” Journal of the Korean Geotechnical Society, Vol. 19, No. 2, pp. 159–170.

    Google Scholar 

  • Coastal Development Institute of Technology (2008). “Technical manual for deep mixing with reference to marine works (Revised version).” Tokyo.

  • Cokca, E. (2001). “Use of class c fly ashes for the stabilizationof an expansive soil.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 7, pp. 568–573, DOI: 10.1061/(ASCE) 1090-0241(2001)127:7(568).

    Article  Google Scholar 

  • Consoli, N. C., Quiñónez, R. A., González, L. E., and López, R. A. (2016). “Influence of molding moisture content and porosity/cement index on stiffness, strength, and failure envelopes of artificially cemented Fine-Grained soils.” Journal of Materials in Civil Engineering, 04016277, DOI: 10.1061/(ASCE)MT.1943-5533.0001819.

    Google Scholar 

  • Consoli, N. C., Winter, D., Rilho, A. S., Festugato, L., and D. S. Teixeira, B. (2015). “A testing procedure for predicting strength in artificially cemented soft soils.” Engineering Geology, Vol. 195, pp. 327–334.

    Article  Google Scholar 

  • Di Benedetto, H. (2007). “Small strain behaviour and viscous effects on sands and sand-clay mixtures.” Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, Springer, pp. 159–190.

    Chapter  Google Scholar 

  • Drnevich, V., Hardin, B., and Shippy, D. (1978). “Modulus and damping of soils by the resonant-column method.” Dynamic geotechnical testing, ASTM International.

    Google Scholar 

  • EuroSoilStab (2002). “Development of design and construction methods to stabilize soft organic soils: Design Guide for soft soil stabilization.” CT97-0351, European Commission, Industrial and Materials Technologies Programme (Rite-EuRam III) Bryssel.

  • Finn, W. D. L. and Fujita, N. (2002). “Piles in liquefiable soils: seismic analysis and design issues.” Soil Dynamics and Earthquake Engineering, Vol. 22, Nos. 9-12, pp. 731–742, DOI: 10.1016/S0267-7261(02) 00094-5.

    Article  Google Scholar 

  • Futaki, M., Nakano, K., and Hagino, Y. (1996). “Design strength of soil cement columns as foundation ground for structures.” Proc., Grouting and Deep Mixing Conference, Tokyo, pp. 481–484.

    Google Scholar 

  • Hardin, B. O. and Drnevich, V. P. (1972). “Shear modulus and damping in soils: Measurement and parameter effects.” Journal of Soil Mechanics & Foundations Div, Vol. 98, No. 6, pp. 603–624.

    Google Scholar 

  • Holm, G. (2001). “Deep Mixing.” Soft Ground Technology, pp. 105–122.

    Chapter  Google Scholar 

  • Horpibulsk, S., Rachan, R., Suddeepong, A., and Chinkulkijniwat, A. (2011). “Strength development in cement admixed Bangkok clay: Laboratory and field investigations.” Soils and Foundations, Vol. 51, No. 2, pp. 239–251, DOI: 10.3208/sandf.51.239.

    Article  Google Scholar 

  • Horpibulsuk, S., Miura, N., and Nagaraj, T. (2003). “Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis.” Geotechnique, Vol. 53, No. 4, pp. 439–444, DOI: 10.1680/geot.2003.53.4.439.

    Article  Google Scholar 

  • Horpibulsuk, S., Rachan, R., and Raksachon, Y. (2009). “Role of fly ash on strength and microstructure development in blended cement stabilized silty clay.” Soils and Foundations, Vol. 49, No. 1, pp. 85–98, DOI: 10.3208/sandf.49.85.

    Article  Google Scholar 

  • Japanese Geotechnical Society (2000). Practice for Making and Curing Stabilized Soil Specimens without Compaction, Tokyo, Japan.

  • Jeong, G. H., Shin, M. S., Han, G. T., Kim, J. H., and Kim, Y. S. (2009). “DCM Application to south breakwater foundation in ulsan new port.” International Symposium on Deep Mixing & Admixture Stabilization, Okinawa, Japan.

    Google Scholar 

  • Kagawa, T. (1992). “Moduli and damping factors of soft marine clays.” Journal of Geotechnical Engineering, Vol. 118, No. 9, pp. 1360–1375, DOI: 10.1061/(ASCE)0733-9410(1992)118:9(1360).

    Article  Google Scholar 

  • Kezdi, A. (1979). “Stabilized earth roads, Development in Geotechnical Engineering.” Elseviver Company.

    Google Scholar 

  • Kim, D. H., Oh, B. C., Han, S. H., Shim, J. S., Chun, I. S., Song, M. S., and Jo, J. S. (2004). “Collapse of container cranes at busan ports under typhoon maemi.” Proc., The Fourteenth International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers.

    Google Scholar 

  • Kim, D. S. and Stokoe, K. H. (1994). “Torsional motion monitoring system for Small-Strain (10-5 to 10-3%) soil testing.” Geotechnical Testing Journal, Vol. 17, No. 1, pp. 17–26, DOI: 10.1520/GTJ10068J.

    Article  Google Scholar 

  • Kim, D. S., Stokoe, K. H., and Hudson, W. R. (1991). Deformational characteristics of soils at small to intermediate strains from cyclic tests, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.

    Google Scholar 

  • Kitazume, M. and Terashi, M. (2013). The deep mixing method, CRC Press.

    Book  Google Scholar 

  • Korean Standard Association (2007). “Testing method for making curing of soil-cement compression and flexure test specimens in the laboratory (KS F 2329).”

  • Korean Standard Association (2013). “Standard test method for unconfined compression test of soils (KS F 2314).”

  • Lee, F. H., Lee, Y., Chew, S. H., and Yong, K. Y. (2005). “Strength and modulus of marine clay-cement mixes.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 2, pp. 178–186, DOI: 10.1061/(ASCE)1090-0241(2005)131:2(178).

    Article  Google Scholar 

  • Lin, K. Q. and Wong, I. H. (1999). “Use of deep cement mixing to reduce settlements at bridge approaches.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 4, pp. 309–320, DOI: 10.1061/(ASCE)1090-0241(1999)125:4(309).

    Article  Google Scholar 

  • Liu, S., Zhang, D., Liu, Z., and Deng, Y. (2008). “Assessment of unconfined compressive strength of cement stabilized marine clay.” Marine Georesources and Geotechnology, Vol. 26, No. 1, pp. 19–35, DOI: 10.1080/10641190801937916.

    Article  Google Scholar 

  • Liyanapathirana, D. S. and Poulos, H. G. (2005). “Pseudostatic approach for seismic analysis of piles in liquefying soil.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 12, pp. 1480–1487, DOI: 10.1061/(ASCE)1090-0241(2005)131:12(1480).

    Article  Google Scholar 

  • Lovelady, P. L. and Picornell, M. (1990). “Sample coupling in resonant column testing of cemented soils.” Dynamic elastic modulus measurements in materials, ASTM International, DOI: 10.1520/STP24624S.

    Google Scholar 

  • Maher, M. H. and Ho, Y. C. (1994). “Mechanical properties of Kaolinite/Fiber soil composite.” Journal of Geotechnical Engineering, Vol. 120, No. 8, pp. 1381–1393, DOI: 10.1061/(ASCE)0733-9410(1994) 120:8(1381).

    Article  Google Scholar 

  • Massarsch, K. and Topolnicki, M. (2005). “Regional report: European practice of soil mixing technology.” Proc., Proc. of Int. Conference on Deep Mixing–Best Practice and Recent Advances, Stockholm, R19–R45.

    Google Scholar 

  • Mitchell, J. K., Ueng, T., and Monismith, C. (1972). “Behavior of stabilized soils under repeated loading.” Performance evaluation of Cement-Stabilized soil layers and its relationship to pavement design, No. 3-145 Contr Rpt. 1972.

    Google Scholar 

  • Nagaraj, T. and Miura, N. (1996). “Induced cementation of soft ground—A parametric assessment.” Proc., Proc. Int. Symp. on Lowland Technology, Saga Univ., Japan, pp. 85–97.

    Google Scholar 

  • Nicholson, P. G. (2014). Soil improvement and ground modification methods, Butterworth-Heinemann.

    Google Scholar 

  • Osinubi, K. J., Moses, G., Oriola, F. O. P., and Liman, A. S. (2015). “Influence of molding water content on shear strength characteristic of compacted cement kiln dust treated lateritic soils for liners and covers.” Niger. J. Technol., Vol. 34, No. 2, pp. 266–271.

    Article  Google Scholar 

  • Porbaha, A. (1998). “State of the art in deep mixing technology: Part I. Basic concepts and overview.” Proceedings of the Institution of Civil Engineers-Ground Improvement, Vol. 2, No. 2, pp. 81–92.

    Article  Google Scholar 

  • Quigley, R. M. (1980). “Geology, mineralogy, and geochemistry of Canadian soft soils: A geotechnical perspective.” Canadian Geotechnical Journal, Vol. 17, No. 2, pp. 261–285, DOI: 10.1139/t80-026.

    Article  Google Scholar 

  • Saxena, S. K., Avramidis, A. S., and Reddy, K. R. (1988). “Dynamic moduli and damping ratios for cemented sands at low strains.” Canadian Geotechnical Journal, Vol. 25, No. 2, pp. 353–368, DOI: 10.1139/t88-036.

    Article  Google Scholar 

  • Schaefer, V. R., Abramson, L. W., Drumheller, J. C., and Sharp, K. D. (1997). “Ground improvement, ground reinforcement and ground treatment: Developments 1987-1997.” ASCE. 1997.

    Google Scholar 

  • Schiffman, P. and Southard, R. (1996). “Cation exchange capacity of layer silicates and palagonitized glass in mafic volcanic rocks: A comparative study of bulk extraction and in situ techniques.” Clays and Clay Minerals, Vol. 44, No. 5, pp. 624–634.

    Article  Google Scholar 

  • Shin, H. Y., Kim, B. I., Kim, K. O., and Han, S. J. (2014). “A comparative study of structural analysis on DCM improved by pile and block type.” Journal of the Korean Geotechnical Society, Vol. 30, No. 4, pp. 5–19, DOI: 10.7843/kgs.2014.30.4.5.

    Article  Google Scholar 

  • Sitar, N. and Clough, G. W. (1983). “Seismic response of steep slopes in cemented soils.” Journal of Geotechnical Engineering, Vol. 109, No. 2, pp. 210–227, DOI: 10.1061/(ASCE)0733-9410(1983)109:2 (210).

    Article  Google Scholar 

  • Swedish Geotechnical Society (1997). Lime and Lime Cement Columns: Guide for Project Planning, Construction and Inspection.

  • Terashi, M. (2003). “The state of practice in deep mixing methods.” Proc., Grouting and ground treatment, ASCE, pp. 25–49.

    Chapter  Google Scholar 

  • Thiers, G. R. and Seed, H. (1968). “Cyclic stress-strain characteristics of clay.” Journal of Soil Mechanics & Foundations Div, Vol. 94, No. sm2, pp. 555–569.

    Google Scholar 

  • Topolnicki, M. (2004). “In situ soil mixing.” Ground Improvement 2nd edition, Moseley, M. P. & Kirsch, K., Editors, Spon Press, New York, NY, USA, pp. 331–428.

    Google Scholar 

  • Tremblay, H., Duchesne, J., Locat, J., and Leroueil, S. (2002). “Influence of the nature of organic compounds on fine soil stabilization with cement.” Canadian Geotechnical Journal, Vol. 39, No. 3, pp. 535–546, DOI: 10.1139/t02-002.

    Article  Google Scholar 

  • Uddin, K., Balasubramaniam, A., and Bergado, D. (1997). “Engineering behavior of cement-treated Bangkok soft clay.” Geotechnical Engineering, Vol. 28, pp. 89–119.

    Google Scholar 

  • Vucetic, M. and Dobry, R. (1991). “Effect of soil plasticity on cyclic response.” Journal of Geotechnical Engineering, Vol. 117, No. 1, pp. 89–107, DOI: 10.1061/(ASCE)0733-9410(1991)117:1(89).

    Article  Google Scholar 

  • Wang, D., Zentar, R., and Abriak, N. E. (2017). “Temperature-Accelerated strength development in stabilized marine soils as road construction materials.” Journal of Materials in Civil Engineering, 0401628, DOI: 10.1061/(ASCE)MT.1943-5533.0001778.

    Google Scholar 

  • Yamadera, A., Nagaraj, T., and Miura, N. (1998). “Prediction of strength development in cement stabilized marine clay.” Proc., Proceedings of the Geotechnical Engineering Conference, Bangkok, Thailand, pp. 141–153.

    Google Scholar 

  • Yuksel, Y., Alpar, B., Yalciner, A. C., Cevik, E., Ozguven, O., and Celikoglu, Y. (2003). Effects of the eastern Marmara earthquake on marine structures and coastal areas, Telford, London, ROYAUME-UNI.

    Book  Google Scholar 

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Kim, AR., Chang, I., Cho, GC. et al. Strength and Dynamic Properties of Cement-Mixed Korean Marine Clays. KSCE J Civ Eng 22, 1150–1161 (2018). https://doi.org/10.1007/s12205-017-1686-3

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  • DOI: https://doi.org/10.1007/s12205-017-1686-3

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