Correlations to assess compaction characteristics of local silty clay soil-fly ash mixes

被引:0
|
作者
Deb, Tanaya [1 ]
Pal, Sujit Kumar [2 ]
机构
[1] Department of Civil Engineering, Tripura Institute of Technology, Narsingarh, Agartala, Tripura, India
[2] Dept. of Civil Engineering, National Institute of Technology, Agartala, Tripura, India
关键词
Regression analysis - Polynomial approximation - Thermoelectric power plants - Compaction - Moisture determination - Moisture - Fly ash - Clay;
D O I
暂无
中图分类号
学科分类号
摘要
For assessment of compaction characteristics of local silty clay soil-fly ash mixed samples, correlations have been established in this paper. Local silty-clay soil (collected from Agartala, Tripura, India), fly ash (collected from Kolaghat Thermal Power Plant, West Bengal, India) and soilfly ash mixes (with percentages of fly ash in the mix 10, 15, 20, 25 and 30% on dry weight basis), in total nineteen numbers of samples are considered. Geotechnical parameters like, specific gravity (G), maximum dry density (MDD), optimum moisture content (OMC) and initial void ratio (ei) on soil, fly ash and soil-fly ash mixes are found out based on the laboratory tests conducted. Correlations based on the regression analysis in the form of linear, logarithmic and power curves, linear, exponential, logarithmic and polynomial curves, and linear, logarithmic, polynomial and power curves are established to assess MDD as function of OMC, as function of G, and as function of ei respectively; correlations also established in the form of linear, exponential, logarithmic, polynomial and power curves to assess OMC as function of G. Correlations are validated by data of earlier researchers and verified by present data which were not used for development of these correlations. These empirical relationships would be helpful for preliminary estimation of MDD and OMC of samples. The value of the coefficient of determination (R2) is near about 1.00 for all the equations established. Errors in the 89.90% of predicted values, verified with the data of earlier studies and present data are less than 10% which show the efficiency of the relationships. © 2012 ejge.
引用
收藏
页码:3479 / 3490
相关论文
共 50 条
  • [41] COMPACTION PROPERTIES OF THE FLY-ASH BASED GEOPOLYMER ON SILT SOIL
    Hartono, Edi
    Diana, Willis
    Nugraha, Yogi Surya
    Afzalurrahman, Muhamad
    INTERNATIONAL JOURNAL OF GEOMATE, 2024, 26 (116): : 19 - 26
  • [42] Characteristics of Compacted Fly Ash as a Transitional Soil
    Zabielska-Adamska, Katarzyna
    MATERIALS, 2020, 13 (06)
  • [43] Characteristics Of Fly Ash In Relation Of Soil Amendment
    Kumar, Kaushal
    Kumar, Satish
    Gupta, Munish
    Garg, Hem Chander
    MATERIALS TODAY-PROCEEDINGS, 2017, 4 (02) : 527 - 532
  • [44] Engineering and environmental evaluation of silty clay modified by waste fly ash and oil shale ash as a road subgrade material
    Wei, Haibin
    Zhang, Yangpeng
    Cui, Jiuhui
    Han, Leilei
    Li, Ziqi
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 196 : 204 - 213
  • [45] Hydraulic Conductivity Tests for Evaluating Compatibility of Lateritic Soil-Fly Ash Mixtures with Municipal Waste Leachate
    Amadi, Agapitus Ahamefule
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2011, 29 (03) : 259 - 265
  • [46] Investigation of characteristics and leaching behavior of coal fly ash, coal fly ash bricks and clay bricks
    Gupta, Nidhi
    Gedam, Vidyadhar V.
    Moghe, Chandrashekhar
    Labhasetwar, Pawan
    ENVIRONMENTAL TECHNOLOGY & INNOVATION, 2017, 7 : 152 - 159
  • [47] Sustainable activator: the usability of anodizing cleaning solution for the synthesis of alkali-activated soil-fly ash
    Najafi, Elmira Khaksar
    ROAD MATERIALS AND PAVEMENT DESIGN, 2023, 24 (03) : 819 - 835
  • [48] Experimental Research on Deformation Characteristics of Using Silty Clay Modified by Oil Shale Ash and Fly Ash as the Subgrade Material after Freeze-Thaw Cycles
    Wei, Haibin
    Li, Qinglin
    Han, Leilei
    Han, Shuanye
    Wang, Fuyu
    Zhang, Yangpeng
    Chen, Zhao
    SUSTAINABILITY, 2019, 11 (18)
  • [49] Mixture ratio of Yellow River silty soil stabilized with lime-fly ash
    Yao Zhan-yong
    Ai Yi-zhong
    Shang Qing-sen
    Li Fa-zeng
    Yang Guang
    ROCK AND SOIL MECHANICS, 2008, 29 (07) : 1943 - 1948
  • [50] Improvement in geotechnical properties of an expansive soil using fly ash -quarry dust mixes
    Sabat, Akshaya Kumar
    Bose, Bidula
    Electronic Journal of Geotechnical Engineering, 2013, 18 Q : 3487 - 3500