Stabilized soils for construction applications incorporating natural resources of Papua new Guinea
Tóm tắt
Từ khóa
Tài liệu tham khảo
Al-Rawas, 2005, Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman, Build Environ, 40, 681, 10.1016/j.buildenv.2004.08.028
ASTM. Standard test method for liquid limit, plastic limit and plasticity index of soils. ASTM D 4318-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000a.
ASTM. Standard test method for particle size analysis of soils. ASTM D 422-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000b.
ASTM. Standard test method for unconfined compressive strength of cohesive soil. ASTM D 2166-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000c.
ASTM. Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils. ASTM D 1883-99, West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000d.
Bahar, 2004, Performance of compacted cement-stabilised soil, Cement Concrete Composit, 26, 811, 10.1016/j.cemconcomp.2004.01.003
Bell, 1998, Stabilisation and treatment of clay soils with lime, Ground Eng Lond, 21, 12
Borderick, 1990, Stabilizing compacted clay against chemical attack, J Geotech Eng, 116, 1549, 10.1061/(ASCE)0733-9410(1990)116:10(1549)
Bouhicha, 2005, Performance of composite soil reinforced with barely straw, Cement Concrete Composit, 27, 617, 10.1016/j.cemconcomp.2004.09.013
BRE, 1996. Library bibliography 250, Soil stabilization. England: Building Research Establishment (BRE).
Chu, 1993, A study of engineering properties of a clay modified by fly ash and slag, 89
Cook, 1983
Croney, 1977
Dawson AR, Elliot RC, Rowe RC, Williams GM. Assessment of suitability of some industrial by-products for use in pavement bases in the United Kingdom. Transp. Res. Rec. 1486, TRB, Washington, DC: National Research Council; 1995, p. 114–23.
Edil TB, Benson CH, Bin-Shafique MS, Kim W, Tanyu BF, Senol A. Field evaluation of construction alternatives for roadway over soft subgrade. Transp. Res. Rec. 1786, TRB, Washington, DC: National Research Council; 2002, p. 36–48.
Ferguson, 1993
Ghavami, 1999, Behaviour of composite soil reinforced with natural fibres, Cement Concrete Composit, 21, 39, 10.1016/S0958-9465(98)00033-X
Guiliard, 1994
Hossain, 2005, Stabilized building blocks incorporating volcanic ash and finely ground natural lime
Hossain KMA. Strength and durability characteristics of stabilized Papua New Guinea soil blocks incorporating commercial and natural stabilizers. Research Report No. CE-SE-06-2000, Dept. of Civil Eng., The Papua New Guinea University of Tech., Lae; 2000, p. 187.
Hossain, 1999, Structural performance of stabilized Papua New Guinea soil blocks, 1454
Kaniraj, 1999, Compressive strength of cement stabilized fly ash-soil mixtures, Cement Concrete Res, 29, 673, 10.1016/S0008-8846(99)00018-6
Kukko, 2000, Stablization of clay with inorganic by-products, J Mater Civil Eng, 12, 307, 10.1061/(ASCE)0899-1561(2000)12:4(307)
Little, 1995
Lunt MG. Stabilised soil blocks for buildings. Overseas Building Notes, No. 184, Watford, England: Building Research Establishment; 1980.
Miller, 2000, Influence of soil type on stabilization with cement kiln dust, Construct Build Mater, 14, 89, 10.1016/S0950-0618(00)00007-6
Mukerji, 1993
Prusinski JR, Bhattacharja S. Effectiveness of Portland cement and lime in stabilizing clay soils. Transp. Res. Rec. 1652, TRB, Washington, DC: National Research Council; 1999, p. 215–22.
Rahman, 1986, The potentials of some stabilizers for the use of laterite soil in construction, Build Environ, 21, 57, 10.1016/0360-1323(86)90008-9
Sezer, 2006, Utilization of a very high lime fly ash for improvement of Izmir clay, Build Environ, 41, 150, 10.1016/j.buildenv.2004.12.009
Sherwood, 1993
Smith EW. Adobe bricks in New Mexico. Circular 188, Socorro: New Mexico Bureau of Mines & Mineral Resources; 1982.
Tsonis, 1983, Soil improvement with coal ash in road construction, 961
Turner, 1997, Evaluation of western coal fly ashes for stabilization of low-volume roads, 1275
Winterkorn, 1975