Dimensional analysis of soil-cement mixture performance

被引:20
作者
Williamson, S. [1 ]
Cortes, D. D. [2 ]
机构
[1] New Mexico State Univ, Alamogordo Branch, Alamogordo, NM 88310 USA
[2] New Mexico State Univ, Dept Civil Engn, Las Cruces, NM 88003 USA
关键词
particle-scale behaviour; pavements and roads; soil stabilisation; PHYSICAL-PROPERTIES; STRENGTH; CLAYS; PARAMETERS; SURFACE;
D O I
10.1680/geolett.13.00082
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Cement is commonly used to improve the mechanical properties of soils that exhibit substantial changes in behaviour under fluctuating environmental conditions (i.e. moisture and temperature). Minimising the cement content while attaining a satisfactory level of performance is the main objective of mixture proportioning; however, the absence of performance-predicting models precludes optimisation. In this work, published experimental results have been reanalysed to explore the causal links between mixture components proportions and properties, and its performance. Specific surface area has been used as the foundation of a framework within which these links are studied through dimensional analysis. The D-factor - a dimensionless ratio that combines the water content, cement content, post-compaction void ratio and the specific surface area of the soil and the cement - has been found to correlate linearly with unconfined compressive strength.
引用
收藏
页码:33 / 38
页数:6
相关论文
共 25 条
[1]  
[Anonymous], 2001, Soils and Waves: Particulate Materials Behavior, Characterization, and Process Monitoring, DOI DOI 10.1007/BF02987719
[2]  
Cerato AB, 2002, GEOTECH TEST J, V25, P315
[3]   Parameters controlling stiffness and strength of artificially cemented soils [J].
Consoli, N. C. ;
da Fonseca, A. V. ;
Silva, S. R. ;
Cruz, R. C. ;
Fonini, A. .
GEOTECHNIQUE, 2012, 62 (02) :177-183
[4]   Key parameters for strength control of artificially cemented soils [J].
Consoli, Nilo Cesar ;
Foppa, Diego ;
Festugato, Lucas ;
Heineck, Karla Salvagni .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2007, 133 (02) :197-205
[5]   Numerical Simulation of Inverted Pavement Systems [J].
Cortes, D. D. ;
Shin, H. ;
Santamarina, J. C. .
JOURNAL OF TRANSPORTATION ENGINEERING, 2012, 138 (12) :1507-1519
[6]   The LaGrange case history: inverted pavement system characterisation and preliminary numerical analyses [J].
Cortes, Douglas D. ;
Santamarina, J. Carlos .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2013, 14 (05) :463-471
[7]  
Haralambos S.I., 2009, CONT TOPICS GROUND M, P289, DOI [10.1061/41023(337)37, DOI 10.1061/41023(337)37]
[8]   Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis [J].
Horpibulsuk, S ;
Miura, N ;
Nagaraj, TS .
GEOTECHNIQUE, 2003, 53 (04) :439-444
[9]   Analysis of strength development in cement-stabilized silty clay from microstructural considerations [J].
Horpibulsuk, Suksun ;
Rachan, Runglawan ;
Chinkulkijniwat, Avirut ;
Raksachon, Yuttana ;
Suddeepong, Apichat .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (10) :2011-2021
[10]  
Houben H., 1994, EARTH CONSTRUCTION C