Compressional behavior of clayey sand and transition fines content

Engineering Geology - Tập 89 - Trang 195-205 - 2007
Mehmet Murat Monkul1, Gurkan Ozden2
1Dokuz Eylul University, Department of Civil Engineering, Geotechnics Laboratory, Kaynaklar Kampusu, Buca-Izmir 35160 Turkey
2Dokuz Eylul University, Department of Civil Engineering Kaynaklar Kampusu, Buca-Izmir 35160 Turkey

Tài liệu tham khảo

Abichou, 2002, Micro-structure and hydraulic conductivity of simulated sand–bentonite mixtures, Clays and Clay Minerals, 50, 537, 10.1346/000986002320679422 ASTM, 1999, Annual book of ASTM standards Boulanger, 1998, Behavior of a fine grained soil during the Loma Prieta earthquake, Canadian Geotechnical Journal, 35, 146, 10.1139/t97-078 BS 1377, 1990 Chu, 2002, Effect of fines on instability behavior of loose sand, Geotechnique, 52, 751, 10.1680/geot.2002.52.10.751 Chuhan, 2003, Experimental compression of loose sands: relevance to porosity reduction during burial in sedimentary basins, Canadian Geotechnical Journal, 40, 995, 10.1139/t03-050 Covert, 1997, Static liquefaction of silty sands, 1 Dixon, 1985, A study of the compaction properties of potential clay–sand buffer mixtures for use in nuclear fuel waste disposal, Engineering Geology, Elsevier Science, 21, 247, 10.1016/0013-7952(85)90015-8 Fear, 1995, Reconsideration of initiation of liquefaction in sandy soils, Journal of Geotechnical Engineering, 121, 249, 10.1061/(ASCE)0733-9410(1995)121:3(249) Fiès, 1992, Analysis of soil textural porosity relative to skeleton particle size, using mercury porosimetry, Soil Science Society of America Journal, 56, 1062, 10.2136/sssaj1992.03615995005600040009x Fiès, 1998, Particle packing and organization of the textural porosity in clay–silt–sand mixtures, European Journal of Soil Science, 49, 557, 10.1046/j.1365-2389.1998.4940557.x Fukue, 1986, Consolidation of sand–clay mixtures. ASTM STP 892, 627 Georgiannou, 1990, The undrained behaviour of clayey sands in triaxial compression and extension, Geotechnique, 40, 431, 10.1680/geot.1990.40.3.431 Hardin, 1987, 1-D strain in normally consolidated cohesionless soils, Journal of Geotechnical Engineering Division, ASCE, 113, 1449, 10.1061/(ASCE)0733-9410(1987)113:12(1449) Hideo, 1994, Case study of the application of direct shear and cone penetration tests to soil investigation, design and quality control for peaty soils, Soils and Foundations, 34, 13, 10.3208/sandf1972.34.4_13 Kenney, 1977, Residual strength of mineral mixtures, 1, 155 Kumar, 1999, Fall cone and compression tests on clay–gravel mixtures, Geotechnique, 49, 727, 10.1680/geot.1999.49.6.727 Lade, 1997, Effects of non-plastic fines on static liquefaction of sands, Canadian Geotechnical Journal, 34, 918, 10.1139/cgj-34-6-918 Lade, 1998, Effects of non-plastic fines on minimum and maximum void ratios of sand, Geotechnical Testing Journal, ASTM, 21, 336, 10.1520/GTJ11373J Lupini, 1981, The drained residual strength of cohesive soils, Geotechnique, 31, 181, 10.1680/geot.1981.31.2.181 Martins, 2001, Some aspects of the compressibility behaviour of a clayey sand, Canadian Geotechnical Journal, 38, 1177, 10.1139/t01-048 Mahalinga-Iyer, 1994, Consolidation and shear strength properties of a lateritic soil, Engineering Geology, 38, 53, 10.1016/0013-7952(94)90024-8 Mitchell, 1993 Monkul, M.M., 2005. Influence of intergranular void ratio on one dimensional compression. M.Sc. Thesis, Dokuz Eylul University, Izmir, Turkiye. Monkul, 2004, Intergranular and interfine void ratio concepts, 3 Monkul, 2005, Effect of intergranular void ratio on one-dimensional compression behavior, 3, 1203 Monkul, 2006, A visual basic program for analysing oedometer test results and evaluating intergranular void ratio, Computers and Geosciences, Elsevier Science, 32, 696, 10.1016/j.cageo.2005.09.005 Naeini, 2004, Effect of fines content on steady-state strength of mixed and layered samples of a sand, Soil Dynamics and Earthquake Engineering, 24, 181, 10.1016/j.soildyn.2003.11.003 Perlea, 2000, Liquefaction of cohesive soils, 107, 58 Pestana, 1995, Compression model for cohesionless soils, Geotechnique, 45, 611, 10.1680/geot.1995.45.4.611 Pitman, 1994, Influence of fines on the collapse of loose sands, Canadian Geotechnical Journal, 31, 728, 10.1139/t94-084 Retnamony, 1998, Effect of clay mineralogy on coefficient of consolidation, Clays and Clay Minerals, 46, 596, 10.1346/CCMN.1998.0460514 Robinson, 2002, Compression index of clays and silts, Journal of Testing and Evaluation, ASTM, 31, 22 Salgado, 2000, Shear strength and stiffness of silty sand, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126, 451, 10.1061/(ASCE)1090-0241(2000)126:5(451) Sridharan, 2000, Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties, Canadian Geotechnical Journal, 37, 712, 10.1139/t99-128 Skempton, 1985, Residual strength of clays in landslides, folded strata and the laboratory, Geotechnique, 35, 3, 10.1680/geot.1985.35.1.3 Thevanayagam, 1998, Effect of fines on confining stress on undrained shear strength of silty sands, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124, 479, 10.1061/(ASCE)1090-0241(1998)124:6(479) Thevanayagam, 2002, Liquefaction in silty soils — screening and remediation issues, Soil Dynamics and Earthquake Engineering, 22, 1035, 10.1016/S0267-7261(02)00128-8 Thevanayagam, 1998, Intergranular void ratio–steady state strength relations for silty sands, 75(1), 349 Thevanayagam, 2000, Intergranular state variables and stress-strain behaviour of silty sands, Geotechnique, 50, 1, 10.1680/geot.2000.50.1.1 Vallejo, 2001, Interpretation of the limits in shear strength in binary granular mixtures, Canadian Geotechnical Journal, 38, 1097, 10.1139/t01-029 Vallejo, 2000, Porosity influence on the shear strength of granular material–clay mixtures, Engineering Geology, 58, 125, 10.1016/S0013-7952(00)00051-X Xenaki, 2003, Liquefaction resistance of sand–silt mixtures: an experimental investigation of the effect of fines, Soil Dynamics and Earthquake Engineering, 23, 183, 10.1016/S0267-7261(02)00210-5 Yamamuro, 1999, Experiments and modeling of silty sands susceptible to static liquefaction, Mechanics of Cohesive–Frictional Materials, 4, 545, 10.1002/(SICI)1099-1484(199911)4:6<545::AID-CFM73>3.0.CO;2-O Yamamuro, 2001, Monotonic and Cyclic Liquefaction of very loose sands with high silt content, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127, 314, 10.1061/(ASCE)1090-0241(2001)127:4(314) Yamamuro, 2004, Effect of depositional method on the undrained behavior and microstructure of sand with silt, Soil Dynamics and Earthquake Engineering, 24, 751, 10.1016/j.soildyn.2004.06.004 Yamamuro, 1996, One dimensional compression of sands at high pressures, Journal of Geotechnical Engineering, ASCE, 122, 147, 10.1061/(ASCE)0733-9410(1996)122:2(147) Yin, 1999, Properties and behaviour of Hong Kong marine deposits with different clay contents, Canadian Geotechnical Journal, 36, 1085, 10.1139/t99-068