黑棉土治理：使用压实石灰作为水力屏障材料的入渗能力研究
摘要
关键词
全文:
PDF参考
[1] AASHTO.1986. Standard Specification for Transportation, Material and Methods of Sampling and Testing. 14th ed. Washington, D.C.Amsterdam Association of State Highway and Transportation Official. [2] Amadi, AA. 2010. Pozzolanic Influence of fly ash in mobilizing the compressive strength of lateritic soil. AUJT., 14(2): 139-146. [3] ASTM.1992. Annual Book of Standards. Philadelphia. American Society for Testing and Materials. 04(8). [4] British Standard Institute BS 1924.1990. Method of test for stabilized soils. British Standard Institute, London, U.K. [5] British Standard Institute. BS 1377. 1990. Methods of testing soils for Civil Engineering 2 purposes, London. [6] Chen, T. and Chynoweth, DP. 1995. Hydraulic Conductivity of Compacted Municipal Solid Waste. Bio-resource Technology, Elsevier Science Limited, Amsterdam. [7] Head, KH. 1992. Manual of Soil Laboratory Testing. Permeability, Shear Strength and Compressibility Tests. Pentech Press, London. [8] Ehi-Eromosele, CO., Adaramodu, AA., Anake, WU., Ajanaku, CO. and Edobor-Osoh, A. 2012. Comparison of three methods of digestion for trace metal analysis in surface dust collected from an e-waste recycling site. Nature and Science, 10(10): 42-47. [9] Khan, FI., Tahir, H. and Ramzi, H. 2004. An Overview and analysis of site remediation technologies. Journal of Environmental Management, 71: 95- 122. [10] Kumar, SMP. 2012. Silica and calcium effect on Geo-Technical properties of expansive soil extracted from rice husk ash and lime. International Conference on Environment Science and Engineering, IPCBEE, 3(2): 119-123. [11] Modak, PR., Nangare, PB., Nagrale, SD., Nalawade, RD. and Chavhan, VS. 2012. Stabilization of black cotton soil using admixtures. International Journal of Engineering and Innovative Technology, 1(5): 1-3. [12] Moses, G. 2008. Stabilization of black cotton soil with ordinary portland cement using bagasse ash as admixture. IRJI Journal of Research in Engineering, 5(3): 107-115. [13] Moses, G. and Afolayan, JO. 2011. Compacted foundry sand treated with cement kiln dust as hydraulic barrier material. Electronic Journal of Geotechnical Engineering, 16: 337-335. [14] Mustafa, S. and Yusuf, MI. 2012. A textbook of Hydrology and Water Resources. Topsmerit Page Publishers, Abuja. [15] Osinubi, KJ. and Katte, VY. 1997. Effect of Elapsed Time after Mixing on Grain Size and Plasticity Characteristics; Soil Lime Mixes. Nigeria Society of Engineers Technical Transactions, 32(4): 65-76. [16] Osinubi, KJ. and Stephen, TA. 2007. Influence of Compactive efforts on Bagasse ash treated black cotton soil. Nigerian Journal of Soil and Environmental Research, 7(1):92-101. [17] Osinubi, K J. and Eberemu, AO. 2009. Compatibility and Attenuative properties of Laterite blast furnace slag mixtures. Journal of Waste Technology and Management, 35(1): 7 – 16. [18] Osinubi, KJ., and Moses, G. 2011. Compacted Foundry Sand treated with Bagasse Ash as Hydraulic Barrier Material. Proceedings of the American Society of Civil Engineers, Geo Frontiers Congress, March, 13-16, 2011, Dallas, Texas, pp. 915-925. . [19] Osula, DOA. 1991. Lime modification of problem laterite. Engineering Geology, 30: 141-149. [20] Oriola, F. and Moses, G. 2010. Groundnut shell ash stabilization of black cotton soil. Electronic Journal of Geotechnical Engineering, 15: 415-428. [21] Oriola, F and Moses, G. 2011. Compacted black cotton soil treated with cement kiln dust as hydraulic barrier material. American Journal of Scientific and Industrial Research, 2(4): 521-530.
(26 摘要 Views, 25 PDF Downloads)
Refbacks
- 当前没有refback。