Geoenvironmental aspects of tropical residual soils

Tropical Residual Soils Engineering

Volumn , Issue , 2007, Pages 377-405

  Taha, Mohd Raihan ^a   Ahmad, Kamaruddin ^b   Aziz, Azlan Abdul ^c   Chik, Zamri ^a  

^a UNIVERSITI KEBANGSAAN MALAYSIA   (Malaysia)

^b UNIVERSITI TEKNOLOGI MALAYSIA   (Malaysia)

^c UNIVERSITY PUTRA MALAYSIA   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85160489868     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9780203024621-17     Document Type: Chapter

References (57)

1. Abdul Aziz, A. 2002. A prototype triaxal permeameter for the filtration of a soil/geotextile system. Poc. 2nd Intl. conference on geotechnical and geoenvironmental engineering in arid lands, Riyadh. Lisse: Swets and Zeitlinger. 101-108.
2. Abdul Latiff, P. 1999. Chemical pollutants distribution in soil samples from the landfill sites. Proc. workshop on disposal ofsolid waste through sanitary landfill-mechanisms. Processes, potential impacts and postclosure management, Universiti Putra Malaysia: 237-250.
3. Andrade, J.C.M., Mahler, C.F. and Oliviera, J.A. 2002. Soil phytoremediation. Proc. 4th Intl congress on environmental geotechnics, Rio de Janeiro. Lisse. 2: Swets and Zeitlinger 875-880.
4. EPA 1997. Use of monitored natural attenuation at Superfund, RCRA corrective action, and underground storage tank sites, OWSER Directive 9200. 4-17, Nov.
5. Benson, C.H. and Trast, J.M. 1995. Hydraulic conductivity of thirteen compacted clays, Clays and Clay Minerals, The Clay Mineral Society 43(6): 669-681.
6. Benson, C.H., Zhai, H. and Wang, X. 1994. Estimating hydraulic conductivity of clay liners. J. of Geot. Eng. Div. ASCE 120(2): 366-387.
7. Bruntland, G.H. 1987. Our common future. Oxford University Press.
8. Buang, S. 1993. The law of negligence in Malaysia. Ampang Jaya, Selangor: Central Law Book Corp.
9. Carrier, W.D. 2003. Goodbye, Hazen; Hello, Kozeny-Carman, technical notes, J. of Geotechnical and Geoenvironmental engineering, ASCE 129(11): 1054-1056.
10. Carrier, W.D. and Beckman, J.F. 1984. Correlations between index tests and the properties of remoulded clays. Geotechnique 34(2): 211-228.
11. Chen, J., Anandarajah, A. and Inyang, H. 2000. Pore fluid properties and compressibility of kaolinite, J. of Geotechnical and Geoenvironmental Engineering, ASCE 126(9): 798-807.
12. Daniel, D.E. 1984. Predicting hydraulic conductivity of clay liners. J. of Geot. Eng. Div., ASCE 110(2): 285-300.
13. Daniel, D.E., 1987. Earthen liners for waste disposal facilities. Geotechnical practice for waste disposal. GSP 13, ASCE, New York: 21-39.
14. Daniel, D.E. and Benson, C.H. 1990. Water content-density criteria for compacted soil liners, J. of Geot. Eng. Div., ASCE 116(12): 1811-1830.
15. Daniel, D.E. and Wu, Y.K. 1993. Compacted clay liners and cover for arid sites, J. of Geot. Eng. Div., ASCE 119(2): 223-237.
16. Domenico, P.A. and Schwartz, F.W. 1990. Physical and chemical hydrogeology. New York: John Wiley and Sons.
17. Fair, G.M. and Hatch, L.P. 1933. Fundamental factors governing the stream-line flow ofwater through sand. J. Am. Water Works Assoc. 25: 1551-1565.
18. Freundlich, H. 1926. Colloid and capillary chemistry, London: Methuen.
19. Gillham, R.W. and Cherry, J.A. 1982. Contaminant migration in saturated unconsolidated geological deposits. Special paper 189, Geological society of America, Boulder, CO: 31-62.
20. Grimm, R.E. 1968. Clay mineralogy. New York: McGraw-Hill, Inc.
21. Hemsi, P.S., Boscov, M.E. and Shackelford, C.D. 2002. Points of zero charge and adsorption for a Brazilian residual soil, Proc. 4th Intl congress on environmental geotechnics, Rio de Janeiro, Swets and Zeitlinger, Lisse. 1: 105-111.
22. Hermanns, R., Meseck, H. and Reuter, E. 1987. Sind dichtwandmassen bestandig gegenuber den sickerwassern aus altlasten? Mitteilung des Instituts fur Grundbau und Bodenmechanik, TU Braunschweig, Heft Nr. 23, Meseck H., ed., Dichtwande und Dichtsohlen, Braunschweig, Federal Republic of Germany: 113-154.
23. Holtz, R.D. and Kovacs, W.D. 1981. An introduction to geotechnical engineering, Englewood Cliffs: Prentice-Hall.
24. Ibrahim, S. 1999. The influence ofhydro-geological characteristics ofearthmaterials surrounding and underlying municipal landfill sites on the risks of groundwater and surface water pollution in the Federal Terrirory of Kuala Lumpur, Proc. workshop on disposal ofsolid waste through sanitary landfill-mechanisms, processes, potential impacts andpostclosure management, Universiti Putra Malaysia: 127-152.
25. ISSMGE Technical Committee TC 5 1997. Environmental geotechnics, Report of the international soc. for soil mechanics and geotechnical engineering technical committee TC 5, Ruhr-Universitat Bochum, Germany. http://www.%20gub.ruhr-uni-bochum.de/tc5/sc503.htm.
26. Karickhoff, S.W., Brown, D.S. and Scott, T.A. 1979. Sorption of hydrophobic pollutants on natural sediments. Water research 13: 241-248.
27. Kassim, K.A., Taha, M.R. and Ahmad, K. 2003. Electrokinetic testings on tropical residual soil. Proc. 2nd Intl. conf. on advances in soft soil engineering and technology (ASSET 2), Huat et al. (ed) Putrajaya, Malaysia, July 2-4: 833-844.
28. Kavazanjian, E., Matasovic, N., Bonaparte, R. and Schmertmem, G.R. 1995. Evaluation of MSW properties for seismic analysis. Geoenvironment 2000, Geotechnical special publication ASCE 2(46): 1126-1142.
29. Knochenmus, G., Wojnarowics, M. and van Impe, W.F. 1998. Stability of municipal solid waste. Proc. 3rd Intl congress on environmental geotechnics, Lisbon, Portugal Balkema, Rotterdam: 977-1000.
30. Lambe, T.W. 1958. The structure of compacted clay. J. of the soil mechanics and foundations division, ASCE 84 (SM 2): 1654-1-1654-34.
31. Langmuir, I. 1918. The adsorption of gasses on plane surfaces of glass, mica and platinum. J. Am. Chem. Soc. 40: 1361-1382.
32. Loudon, A.G. 1952. The computation of permeability from simple soil tests. Geotechnique 3: 165-183.
33. Lutenegger, A.J. 1992. Applications and limitations of in situ tests instructured soils. US-Brazil NSF workshop on applicability of classical soil mechanics principles to structured soils, National Science Foundation, USA: 5-36.
34. Lutton, R.J., Regan, G.L. and Jones, L.W. 1979. Design and construction of covers for solid waste landfills. EPA-600/2-79-165, U.S. Environmental protection agency, Cincinnati.
35. McBride, M.B. 2000. Chemisorption and precipitation reactions. Handbook of soil science, Sumner, M.E. (Ed.-inChief). Boca Raton: CRC Press B-265-B302.
36. Mitchell, J.K. 1993. Fundamental of soil behaviour. New York: John Wiley and Sons, Inc.
37. Mohamed, A.M.O. and Antia, H.E. 1998. Geoenvironmental engineering. Amsterdam: Elsevier.
38. Manassero, M., Parker, R., Pasqualini, E., Szabo, I., Almeida, M.S.S., Bouazza, A., Daniel, D.E., and Rowe, R.K. 1998. Controlled landfill design (Geotechnical aspects). Proc. 3rd intl. congress on environmental geotechnics, Lisbon, Portugal, Rotterdam: Balkema, 1001-1038.
39. Manassero, M., van Impe, W.F. and Bouazza, A.M. 1996. Waste disposal and containment. Proc. 2nd Intl. congress on environmental geotechnics, Osaka, Japan. Rotterdam: Balkema 3: 1425-1474.
40. Oweis, I.S. and Khera, R.P. 1998. Geotechnology of waste management. Boston: PWS/ITP Pub. Co.
41. Ponec, V, Knor, Z. and Cerny, S. 1974. Adsorption on solids, London: Butterworths. 693.
42. Robinson, R.W. and Stokes, R.H. 1965. Electrolytes solutions, 2nd edition. New York: Butterworth Publishers.
43. Sridharan, A., Rao, S.M. and Murthy, N.S. 1988. Liquid limit of kaolinitic soils. Geotechnique 38(2): 19l-198.
44. Sima, N. and Harsulescu, A. 1979. The use of bentonites for sealing of earth dams. Bulletin of Intl assoc of engineering geologists 20: 222-226.
45. Taha, M.R. 2000. Remediation techniques for contaminated soils. Invited Paper, KIG forum 2000, Kansai branch of the Japanese Geotechnical Society and International Institute for Advanced Studies. Kyoto.: 7l-82.
46. Taha, M.R. and Debnath, D.K. 1999. Interaction of cyanide with residual soil and kaolinite in batch adsorption test. Journal Inst. engineers Malaysia 60(3): 49-58.
47. Taha, M.R, Hossain, M.K. and Mofiz, S.A. 2000a. Drained and undrained behaviour ofsaturated granite residual soil, Journal Inst. of Engineers, Malaysia 61(3): 47-58.
48. Taha, M.R., Hossain, M.K. and Mofiz, S.A. 2000b. Effect ofmatric suction on the shear strength of unsaturated granite residual soil, Journal Inst. of Engineers, Malaysia 61 (2): 27-40.
49. Taha, M.R., Kabir, H. and Desa, H. 2003a. Basic testing ofaresidual soil for use as landfill liner material. Proc. 13th regional African conference on soil mechanics and geotechnical engineering. Casablanca: Megamix: 347-354.
50. Taha, M.R., Leng, T.O., Mohamed, A.B. and Kadhum, A.A.H. 2003b. Batch adsorption tests of phenols in soils, Bull eng. geol. and env., (62), Berlin: Springer-Verlag: 25l-257.
51. U.S. Bureau of Reclamation, 1974. Earth manual, U.S. Government Printing Office, Washington, D.C.
52. van Genuchten, M. Th. and Alves, W.J. 1982. Analytical solutions of the one dimensional convective dispersive solute transport equations. Technical bulletin 1661, U.S. department of Agriculture, Washington, D.C.
53. Veith, J.A. and Sposito, G. 1977. On the use of the Langmuir equation in the interpretation of adsorption phenomena. J. Am. Soil Sci. Soc. 41: 697-702.
54. Vermeulen, N.J. 2003. The water content of soils. Inaugural Lecture. Proc. 13th regional African conference on soil mechanics and geotechnical engineering. Casablanca: Megamix: 347-354.
55. Villar, O.M. and Carvalho, M.F. 2002. Shear strength properties of municipal solid waste, Proc. 4th intl congress on environmental geotechnics, Rio de Janeiro. Lisse: Swets and Zeitlinger. 1: 59-64.
56. Yong, R. and Warketin, B.P. 1966. Introduction to soil behaviour. New York: Macmillan.
57. Zain, S.M., Basri, H., Suja, F. and Jaafar, O. 2001. Land application technique for the treatment and disposal of sewage sludge, Proc. conf. on water and wastewater management for developing countries, Skudai, Universiti Teknologi Malaysia: 401-407.