Parameters controlling tensile and compressive strength of artificially cemented sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 5, 2010, Pages 759-763

  Consoli, Nilo Cesar ^a   Cruz, Rodrigo Caberlon ^a   Floss, Márcio Felipe ^a   Festugato, Lucas ^a  

^a FEDERAL UNIVERSITY OF RIO GRANDE DO SUL   (Brazil)

Author keywords

Compacted soils; Compressive strength; Soil cement; Tensile strength

Indexed keywords

CEMENT CONTENT; CEMENTED SANDS; COMPACTED MIXTURES; COMPACTED SOIL; COMPACTED SOILS; POWER FUNCTIONS; SAND-CEMENT MIXTURE; SHALLOW FOUNDATIONS; SPLITTING TENSILE STRENGTH; SPLITTING TENSILE TESTS; SUPPORT LAYER; UNCONFINED COMPRESSION TESTS; UNCONFINED COMPRESSIVE STRENGTH; VOIDS RATIO;

COMPRESSION TESTING; COMPRESSIVE STRENGTH; SAND; SOIL CEMENT; SOILS; TENSILE TESTING;

TENSILE STRENGTH;

CEMENT; COMPACTION; COMPRESSIVE STRENGTH; PARAMETERIZATION; POROSITY; QUANTITATIVE ANALYSIS; RESEARCH WORK; SAND; SOIL ANALYSIS; TENSILE STRENGTH; VOID RATIO;

EID: 77953332482     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000278     Document Type: Article

References (14)

1. Standard classification of soils for engineering purposes. 1993, ASTM D2487-93, West Conshohocken, Pa.
2. Mortar and concrete-Test method for compressive strength of cylindrical specimens. 1980, Brazilian Standard Association NBR 5739, Rio de Janeiro, Brazil (in Portuguese).
3. Mortar and concrete-Test method for splitting tensile strength of cylindrical specimens. 1983, Brazilian Standard Association NBR 7222, Rio de Janeiro, Brazil (in Portuguese).
4. Chandler R.J. Crilly M.S. Montgomery-Smith G. A low-cost method of assessing clay desiccation for low-rise buildings. Proc.-Inst. Civ. Eng. 1992, 92(2):82-89. PCIEAT, 0020-3262, 10.1680/icien.1992.18771
5. Chang T.S. Woods R.D. Effect of particle contact bond on shear modulus. J. Geotech. Engrg. 1992, 118(8):1216-1233. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1992)118:8(1216)
6. Clough G.W. Sitar N. Bachus R.C. Rad N.S. Cemented sands under static loading. J. Geotech. Engrg. Div. 1981, 107(6):799-817. AJGEB6, 0093-6405
7. Consoli N.C. Foppa D. Festugato L. Heineck K.S. Key parameters for strength control of artificially cemented soils. J. Geotech. Geoenviron. Eng. 2007, 133(2):197-205. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:2(197)
8. Consoli N.C. Prietto P.D. M. Carraro J.A. H. Heineck K.S. Behavior of compacted soil-fly ash-carbide lime-fly ash mixtures. J. Geotech. Geoenviron. Eng. 2001, 127:774-782. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:9(774)
9. Consoli N.C. Rotta G.V. Prietto P.D. M. Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress. Geotechniqu 2006, 56(1):69-72. 10.1680/geot.2006.56.1.69
10. Consoli N.C. Vendruscolo M.A. Prietto P.D. M. Behavior of plate load tests on soil layers improved with cement and fiber. J. Geotech. Geoenviron. Eng. 2003, 129(1):96-101. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:1(96)
11. Consoli N.C. Viana da Fonseca A. Cruz R.C. Heineck K.S. Fundamental parameters for the stiffness and strength control of artificially cemented sand. J. Geotech. Geoenviron. Eng. 2009, 135(9):1347-1353. JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000008
12. Mitchell J.K. Soil improvement-State-of-the-art report. Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering 1981, 509-565 International Society of Soil Mechanics and Foundation Engineering, Stockholm, Sweden
13. Moore R.K. Kennedy T.W. Hudson W.R. Factors affecting the tensile strength of cement-treated materials. Highway Research Record: Soil Stabilization: Multiple Aspects 1970, 315:64-80. Highway Research Board, Washington, D.C.
14. Thomé A. Donato M. Consoli N.C. Graham J. Circular footings on a cemented layer above weak foundation soil. Can. Geotech. J. 2005 42(6):1569-1584. CGJOAH 0008-3674 10.1139/t05-069