ASTM C593, 2001. Standard specification for fly ash and other pozzolans for use with lime. Annual Book of
ASTM Standards, Vol. 04.01, ASTM, Philadelphia, Pa.
ASTM D1556 – 07, 1998. Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone
Method, Annual Book of ASTM Standards.
ASTM D2216, 2000. Standard test method for laboratory determination of water (moisture) content of soil and
rock by mass. Annual Books of ASTM Standards.
ASTM D854, 2000. Standard test methods for specific gravity of soils. Annual Books of ASTM Standards.
ASTM D 2974, 1995. Standard method for moisture, ash and organic matter of peat and other organic soils.
Annual Books of ASTM Standards.
ASTM D698, 2000. Standard test methods for laboratory compaction characteristic. Annual Books of ASTM
ASTM D2166, 2000. Standard test method for unconfined compressive strength of cohesive soils. Annual Books
of ASTM Standard.
ASTM D2435, 2000. Standard test method for one dimensional consolidation properties of soils. Annual Books of
ASTM D422, 2000. Standard test methods for particle size analysis of soils. Annual Books of ASTM Standards.
ASTM D3080, 2000. Standard test method for direct shear test of soils. Annual Books of ASTM Standards.
ASTM D4318, 2000. Standard test method for liquid limit, plastic limit and plasticity index of soil. Annual Books
of ASTM Standards.
ASTM D4648 / D4648M – 10, 2000. Standard test method for laboratory miniature vane shear test for saturated
fine-grained clayey soil, . Annual Books of ASTM Standards.
ASTM WK27337, 2003. New test method for pocket penetrometer test, Annual Books of ASTM Standards.
ASTM D2974 - 07a, 1993. Standard test methods for moisture, ash, and organic matter of peat and other organic
soils, Annual Books of ASTM Standards.
Ahnberg, H., Johanson, S., 2005. Increase in strength with time in soils stabilized with different types of binder in
relation to the type and amount of reaction products. Reprinted with permission from the Swedish Deep
Stabilization Research Centre. From Proceedings of the International Conference on Deep Mixing Stockholm.
Benjet, B.B., 1993. Ground Improvement. John Willey and Sons Publishing Company.
Chikiyala, S.R., 2008. The Effects of calcium-based treatment on organic soil behavior. M.Sc thesis. University of
Texas at Arlington.
Chen, F.H., 1979. Foundations on expansive soils, Elsevier Science. Amsterdam, The Netherlands.
Cheng, X.H., Ngan-Tillard, D.J.M., Den Haan, E.J., 2007. The causes of the high friction angle of Dutch organic
soils. Engineering Geology 93: 31–44.
Hans, F., (1990). Foundation Engineering–Soil Stabilization and Grouting. New York.
Huat, B., Maail, S.H., Mohamed, T.A., 2005. Effect of Chemical Admixtures on the Engineering Properties of
Tropical Peat Soils. American Journal of Applied Sciences, 2 (7): 1113-1120.
Jahanshahi, M., 2005. An improvement method for swell problem in sulfate soils that stabilized by lime.
American Journal of Applied Sciences, 2(7):1121-1128.
Muntohar, A.S., Hamtoro. G., 2000. Influence of rice hack ash and lime on engineering properties of a clayey
subgrades. Electronic Journal of Geotechnical Engineering, paper 094, Oklahoma state university, USA.
Myslinska, E., 2003. Classification of organic soil for engineering geology. Geological Quarterly, 47 (1): 39 - 42.
Naji, S.A., 2002. The use of lime to stabilize granular volcanic ash material for road construction. Journal of
Sciences and Technology, Vol. 7, No. 2, 115-123.
Oates, J.A.H., 1998. Lime and Limestone. John Willey and Sons Publishing Company.
Sakr, A., Shahin, M.A., Metwally, Y.M., 2009. Utilization of lime for stabilizing soft clay soil. Geotechnical and
Geolgical Engineering, 27:105–113.
Thompson, M.R., 1970. Suggested Methods of Mixture Design Procedure for Lime-Treated Soils, American
Society for Testing and Materials. ASTM, Special Technical Publication, 479, Special Procedures for Testing
Soil and Rock for Engineering Purposes.
Wilson, S.D., 1950. Small Soil Compaction Apparatus Duplicates Field Results Closely. Engineering News
. @ I" .ASTM 2000 -" ` >? Q1 (A@ +0@ -" +; .1387 '.( 'E .@ 7aj! JP 04 6 0G >? 11!0UK + 3 .1387 '._ '+& '. 'W '._ '#&.23- 35 I,TP '1 ( '/ & '
.,2 + I" .>? R! +; .1382 '._ '66E +TW& '+0,Q ! Y@ (-T" ,X o - 7 ` ( 1 76 .1389 '. 'J '. '!g. -8 (A- ' (AG .+-A# ( 4EJ a& "" .! (A- I" .(3-8 ( + .1375 '. 'amam "WP (A- ' +# qTG "#g .` (3-8 - Q@ (-T" >? 7aj! .1380 './ ' '. 'G.! 'aG' _0 .( JP >? 11!0UK +3 "T1 ( Q@ S! #6 .1387 '.V '@ C@ '.` 'amam .67 ( ')T /