Effect of Density on Consolidation and Creep Parameters of Clay
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Abdullah, H. H., Shahin, M. A., & Sarker, P. (2018). Use of Fly-Ash Geopolymer Incoporating Ground Granulated Slag for Stabilization of Kaolin Clay Cured at Ambient Temperature, Geotechnical and Geological Engineering, 37(2), 721-740. Alexandre, G. F. (2006). Contribution to the Understanding of the Undrained Creep. DSc. thesis, COPPE/UFRJ, Rio de Janeiro, Brazil (in Portuguese). Buisman, A. S. K. (1936). Results of Long Settlement Tests. Proceeding of International Conference onSoil Mechanics and Foundation Engineering, 1, 103-106. Daniel, D. E., & Benson, C. H. (1990). Water content-Density Criteria for Compacted Soil Liners. Journal of Geotechnical Engineering, 116(12), 1811-1830. Daniel, D. E., & Wu, Y. K. (1993). Compacted Clay Liners and Covers for Arid Sites. Journal of Geotechnical Engineering, 119(2), 223-237. Gibson, R. E., England, G. L., & Hussey, M. J. L. (1967). The Theory of One- Dimensional Consolidation of Saturated Clays. 1. Finite Non- Linear Consolidation of thin Homogeneous layers. Geotechnique , 17(3), 261-273. Gray, H. (1936). Progress Report on Research on the Consolidation of Fine- grained Soils. Proceedings of First International Conference of Soil Mechanics and Foundation Engineering Cambridge, 138- 141. Jaiswal, M., & Lai, B. (2016). Impact of Rice Husk Ash on Soil Stability (Including Micro Level Investigation). Indian Journal of Science and Technology, 9(30), 1-7. Jambu, N. (1969). The Resistance Concept Applied to Deformation of Soils, Proceedings Seventeenth International Conference on Soil Mechanics and Foundation Engineering, 1, 191-196. Koppejan, A. W. (1948). A Formula Combining the Terzaghi Load Compression Relationship and the Buisman secular Time Effect. Proceeding of Second International Conference of Soil Mechanics and Foundation Engineering, Rotterdam, 3, 32-37. Lambe, T. W. (1958). The Structure of Compacted Clays. Journal of Soil Mechanics and Foundation Division, 24.
Larsson, R. (1986). Consolidation of soft soils, Report 29. Swedish Geotechnical Institute, Linkoping. Leroueil, S., Kabbaj, M., Tavenas, F., & Bouchard, R (1985). Stress- Srain – Strain Rate Relation for the Compressibility of Sensitive Natural Clays. Geotechnique, 35(2), 159-180. Lopez-Lara, T., Gonzalez-Vega, C. L., Hernandez-Zaragoza, J. B., Rojas-Gonzalez, E., Carreon-Freyre, D., Salgado-Delgado, R., Garcia-Hernandez, E., & Cerca, M. (2014). Application of Optimum Compaction Energy in the Development of Bricks made with Construction Trash Soils. Advances in Material Science and Engineering, 2, 141-119. Mada, D. A., Ibrahim, S., & Hussaini, I. D. (2013). The Effect of Soil Compaction on Soil Physical Properties Southern Adamawa State Agricultural Soils. International Journal of Engineering and Science, 2(9), 70-74. Mesri, G., & Godlewski, P. M. (1977). Time and stress-compressibility interrelationship. ASCE J Geotech Eng Div, 103(5), 417-430. Nakaoka, K., Yamamoto, S., Hasagawa, H., Kitayama, K., Saito, N., Ichikawa, Y., Kawamura, K., & Nakano, M. (2004). Long Time Consolidation Mechanisms Based on Micro-Macro Behavior and Insitu XRD Measurements of Basal Spacing of Clay Minerals. Applied Clay Science, 20(4), 521-533. Nigerian General Specification (1997). Roads and Bridges. Federal Ministry of Works, Abuja, Nigeria. Proctor, R. R. (1933). The Design and Construction of Rolled Earth Dams. Engineering News Record, 111, 372-376. Smoltczyk, U. (2002). Handbook of Geotechnical Engineering Practice, Berlin: Wiley-VCH. Suklje, L. (1957). The analysis of the consolidation process by the Isotaches method. Proceeding of Fourth International Conference of Soil Mechanics and Foundation Engineering, 1, 200-206. Taylor, D. W. (1942). Research on Consolidation of Clays. Massachusetts Institute of Technology Publication from Department of Civil and Sanitary Engineering, 82, 147. Taylor, D. W., & Merchant, W. (1940). A Theory of Clay Consolidation Accounting for Secondary Compression. Journal of Mathematics and Physics, 19(1-4), 167-185. Terzaghi, K. (1926). Die Theory der hydrodynamischen Spannungserscheinungen und ihr erdbautechnisches Anwendungsgebiet (The theory of hydrodynamics stress phenomena and its application to soil mechanics). Proceedings of First International Congress on Applied Mechanics, 288. Yatini, Y. (2018). Influence of Clay on Time Domain Induced Polarization. Indonesian Journal of Science & Technology, 3(1), 1-10. Yusoff, S. A. N. M., Bakar, I., Wijeyesekera, D. C., Zainorabidin, A., Azmi, M., & Ramli, H. (2016). The Effect of Different Compaction Energy on Geotechnical Properties of Kaolin and Laterite. International Conference on Applied Physics and Engineering (ICAPE), 1875(1), 030009-1-030009-7. Zhang, M., Guo, H., El-Korchi, T., Zhang, G., & Tao, M. (2013), Experimental feasibility Study of Geopolymer as the Next Generation Soil Stabilizer, Construction and Building Materials, 47, 1468-1478.
DOI: https://doi.org/10.17509/ijost.v5i1.16819
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