| dc.identifier.citation | ASTM. (2003). Annual Books of ASTM Standards Section 4 Volume 04.08 Soil and Rock (I): D420-D4914. Chen, F.H. (1988). Foundation on Expansive Soils, 2nd ed Amsterdam, pp 463, Elseveier Scientific Publication Company, New York, USA, Coduto, D.P. (1994. Foundation Design Principles and Practices, Prentice Hall International, Inc. Dakhshanamurthy, V. and Raman, V. (1975). “Review of Expansive Soils, Discusion.” Journal of geotechnical Enggineering Division, ASCE, Volume 101, , No. GT 6. Dela. (2001). Measurement of Soil Moisture using Gypsum Block, Measuretmen Enggineering Australia (MEA), Adelaide, Australia. Gourly, C.S., Newill, D., and Schreiner, H.D. (1993). “Expansive Soil, TRL”s Research Strategy.” Proc. Ist Inc. Symp. Engineering Characteristics of Arid Soils, London. Hardiyatmo, H.C. (2006). Mekanika Tanah I, edisi 4, Universitas Gadjah Mada, Yogyakarta. Holtz, R.D., and Gibbs, H.J. (1956). “Prediction on Swelling Potential for Compacted Clay.” Journal of the Soil mechanics and Foundation devision , ASCE, Discussion, Vol 88, No.SM4. Mochtar, I. B. (1994). Rekayasa Penanggulangan Masalah Pembangunan pada Tanah-tanah Sulit, Jurusan Teknik Sipil FTSP ITS, Surabaya. Mochtar, I. B. (2000). Teknologi Perbaikan Tanah dan Alternatif Perencanaan pada Tanah bermasalah. Jurusan Teknik Sipil FTSP ITS, Surabaya. Myers, D. (2005). Expansive Clays and Road Subgrade an Analysis, www.godismyjudgeok, 31 Agustus 2007. Nelson, J.D., and Miller, D.J. (1992). Expansive Soils; Problem and practice in Foundation and Pavement Engineering, John Wiley and Sons, New York. Rifa’i A. (2002). “Mechanical testing and Modelling of an Unsaturated Silt ith engineering Application.” Ph.D Desertation , EPFL, Switzerland. Sapaz, B. (2004). “Lateral Versus Vertical Swell Pressure in Expansive Soils.” etd.lib.metu.edu/upload/1053040/indexSeed, H.B., Woodward R.J., Lundgren R., 1962, Prediction of Swelling Potential for Cpmpacted Clays, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.88. No. SM3. Proc. Paper 3169. Sudjianto, A.T., Suryolelono, K.B., Rifa’i, A. and Mochtar, I.B. (2008). “Behaviour of Vertical and Lateral Swelling Pressure on Disturbed Highly Expansive Clay Under Water Content Variation Condition, International Conference on Geotechnical and Highway Engineering.” Universiti Teknologi Malaysia, Kuala Lumpur, Malaysia, 2008, Paper no G 21. Van Der Merwe, D.H. (1964). “The Prediction of heave from the Plasticity Index and percentage Clay Fraction of Soils.” Civil engineers in south Africa, 6(6):103-107 Yong, R, N., and Warketin, B, P. (1975). Introduction to Soil Behavior, The Mac Milan Co, New York. | en_US |
