Experimental Research on Resilient Modulus of Silty Clay Modified by Oil Shale Ash and Fly Ash after Freeze-Thaw Cycles
暂无分享,去创建一个
Fuyu Wang | Haibin Wei | Yangpeng Zhang | Gaofeng Che | Qinglin Li | Hai-bin Wei | Qinglin Li | Fuyu Wang | Yangpeng Zhang | Gaofeng Che
[1] Arul Arulrajah,et al. Engineering and environmental evaluation of spent coffee grounds stabilized with industrial by-products as a road subgrade material , 2016, Clean Technologies and Environmental Policy.
[2] W. Taciuk. EDITOR’S PAGE. DOES OIL SHALE HAVE A SIGNIFICANT FUTURE? , 2013 .
[3] O. Aderinlewo,et al. CLAY SOIL STABILISATION USING POWDERED GLASS , 2014 .
[4] Pieter A. Vermeer,et al. A review of the influence of freeze‐thaw cycles on soil geotechnical properties , 2006 .
[5] Woojin Lee,et al. Resilient modulus of cohesive soils and the effect of freeze-thaw , 1995 .
[6] Hai-bin Wei,et al. Engineering and environmental evaluation of silty clay modified by waste fly ash and oil shale ash as a road subgrade material , 2019, Construction and Building Materials.
[7] R. Kuusik,et al. Utilization of Estonian oil shale semicoke , 2008 .
[9] Jacob Uzan,et al. CHARACTERIZATION OF GRANULAR MATERIAL , 1985 .
[10] Ulf Isacsson,et al. RESILIENT PROPERTIES OF UNBOUND ROAD MATERIALS DURING SEASONAL FROST CONDITIONS , 2002 .
[11] M. Ghazavi,et al. The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced clay , 2010 .
[12] V. Mymrin,et al. Oil-Shale Fly Ash Utilization as Independent Binder of Natural Clayey Soils for Road and Airfield Base Construction , 2005 .
[13] Necmi Yarbaşı,et al. Modification of the geotechnical properties, as influenced by freeze–thaw, of granular soils with waste additives , 2007 .
[14] Wei Ma,et al. Influence of freeze–thaw on engineering properties of a silty soil , 2008 .
[15] W. Atherton,et al. Stabilisation of soft soil using binary blending of high calcium fly ash and palm oil fuel ash , 2018 .
[16] Craig H. Benson,et al. EFFECT OF FREEZE-THAW ON THE HYDRAULIC CONDUCTIVITY OF THREE COMPACTED CLAYS FROM WISCONSIN , 1992 .
[17] Sigurdur Erlingsson,et al. Resilient modulus modelling of unsaturated subgrade soils: laboratory investigation of silty sand subgrade , 2015 .
[18] Z. Liu,et al. OIL YIELD AND BULK GEOCHEMICAL PARAMETERS OF OIL SHALES FROM THE SONGLIAO AND HUADIAN BASINS, CHINA: A GRADE CLASSIFICATION APPROACH , 2013 .
[19] R. Kuusik,et al. Thermal behavior of some Estonian clays and their mixtures with oil shale ash additives , 2014, Journal of Thermal Analysis and Calorimetry.
[20] Tõnis Meriste,et al. Use of oil shale ash in road construction: results of follow-up environmental monitoring , 2018, Environmental Monitoring and Assessment.
[21] Jun-Hwan Lee,et al. Normalized Resilient Modulus Model for Subbase and Subgrade Based on Stress-Dependent Modulus Degradation , 2009 .
[22] J. Prabakar,et al. INFLUENCE OF FLY ASH ON STRENGTH BEHAVIOR OF TYPICAL SOILS , 2004 .
[23] R. Parsons,et al. Engineering Behavior of Stabilized Soils , 2003 .
[24] Tommy C. Hopkins,et al. MODELING THE RESILIENT MODULUS OF SOILS , 2002 .