The Importance of Clay in Geotechnical Engineering
暂无分享,去创建一个
[1] M. M. Allam,et al. Effect of Clay Mineralogy on Coefficient of Consolidation , 1998 .
[2] Bernd Eggers,et al. The Foundation Engineering Handbook , 2016 .
[3] J. D. Coleman,et al. THE CORRELATION OF SURFACE AREA WITH OTHER PROPERTIES OF NINETEEN BRITISH CLAY SOILS , 1967 .
[4] Braja M. Das,et al. Principles of Foundation Engineering , 1984 .
[5] T. W. Cousens,et al. Predicting the Properties of Bentonite-Sand Mixtures , 1996, Clay Minerals.
[6] The Effect of Additives on Clay Soil Properties Using Cement and Lime , 2012 .
[7] Asma Muhmed Asma Muhmed,et al. Effect of Lime Stabilisation on the Strength and Microstructure of Clay , 2013 .
[8] Irving S. Dunn,et al. Fundamentals of Geotechnical Analysis , 1980 .
[9] D. Penumadu,et al. Effect of Microfabric on Mechanical Behavior of Kaolin Clay Using Cubical True Triaxial Testing , 2007 .
[10] Ekrem Kalkan,et al. Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume , 2011 .
[11] B. Dolinar,et al. Correlation between surface area and Atterberg Limits of fine-grained soils , 2007 .
[12] A. Wetzel. Interrelationships between porosity and other geotechnical properties of slowly deposited, fine-grained marine surface sediments , 1990 .
[13] Arya Assadi Langroudi,et al. A micro-mechanical approach to swelling behavior of unsaturated expansive clays under controlled drainage conditions , 2009 .
[14] S. Horpibulsuk,et al. Strength and microstructure development in Bangkok clay stabilized with calcium carbide residue and biomass ash , 2013 .
[15] Joseph E. Bowles,et al. Foundation analysis and design , 1968 .
[16] Braja M. Das,et al. Introduction to Geotechnical Engineering , 1985 .
[17] Jean-Pierre Magnan,et al. On the swelling potential of compacted high plasticity clays , 2009 .
[18] K. Murali,et al. Fabric and mineralogical studies on lime treated marine clays , 1997 .
[19] M. Al-Mukhtar,et al. Lime consumption of different clayey soils , 2014 .
[20] R. Bahar,et al. SAND: An Additive for Stabilzation of Swelling Clay Soils , 2012 .
[21] R. Pusch. INFLUENCE OF SALINITY AND ORGANIC MATTER ON THE FORMATION OF CLAY MICROSTRUCTURES , 1973 .
[22] Gerrit H. de Rooij,et al. Methods of Soil Analysis. Part 4. Physical Methods , 2004 .
[23] I. Janotka,et al. The influence of smectite content on microstructure and geotechnical properties of calcium and sodium bentonites , 2005 .
[24] F. Masrouri,et al. An analytical model of soil–structure interaction with swelling soils during droughts , 2013 .
[25] S. Diamond. Microstructure and Pore Structure of Impact-Compacted Clays , 1971 .
[26] Md. Mokhlesur Rahman,et al. Microstructure and chemical properties of cement treated soft Bangladesh clays. , 2010 .
[27] Hideo Komine,et al. Experimental study on swelling characteristics of compacted bentonite , 1994 .
[28] M. Dafalla. Effects of Clay and Moisture Content on Direct Shear Tests for Clay-Sand Mixtures , 2013 .
[29] Douglas I. Stewart,et al. The effects of salt solutions on the properties of bentonite-sand mixtures , 1998, Clay Minerals.
[30] K. Hui,et al. The effect of soil particle arrangement on shear strength behavior of silty sand , 2016 .
[31] M. Budhu. Soil Mechanics and Foundations , 2000 .
[32] Suksun Horpibulsuk,et al. Analysis of strength development in cement-stabilized silty clay from microstructural considerations , 2010 .
[33] T. Lambe. The Structure of Inorganic Soil , 1953 .
[34] A. McGown,et al. The form and function of microfabric features in a variety of natural soils , 1974 .
[35] T. Galvão,et al. Effects of lime on permeability and compressibility of two tropical residual soils , 2004 .
[36] B. Avar,et al. Changes in Swell Behavior of Expansive Clay Soils from Dilution with Sand , 2006 .
[37] E. Yanful,et al. Factors affecting the shear strength of mine tailings/clay mixtures with varying clay content and clay mineralogy , 2012 .
[38] Ka Chi Lam,et al. Experimental study of the effect of fines content on dynamic compaction grouting in completely decomposed granite of Hong Kong , 2009 .
[39] M. Khemissa,et al. Cement and lime mixture stabilization of an expansive overconsolidated clay , 2014 .
[40] G Paulmann,et al. EFFECT OF CONSTRUCTION DELAYS ON THE PROPERTIES OF CEMENT STABILIZED SOILS , 1985 .
[41] D E Jones,et al. EXPANSIVE SOILS- THE HIDDEN DISASTER , 1973 .
[42] W. Busscher. Fundamentals of Soil Behavior , 1994 .
[43] Muzahim Al-Mukhtar,et al. Microstructure and geotechnical properties of lime-treated expansive clayey soil , 2012 .
[44] N. Saiyouri,et al. Microstructural, Chemical and Mineralogical Analyses for Understanding the Geotechnical Properties of Clayey Soils , 2016 .
[45] James E. Slosson,et al. Assessment of Expansive Soils in the United States , 1980 .
[46] Jan R. Prusinski,et al. Effectiveness of Portland Cement and Lime in Stabilizing Clay Soils , 1999 .
[47] S. Elkholy. Improving the Characteristics of Expansive Soil Using Coarse-grained Soil , 2011 .
[48] Donald P. Coduto,et al. Geotechnical Engineering: Principles and Practices , 1998 .