RUJUKAN
Bristish Standard Institution BS5930 (1981). “Code of Practice for Site
Investigation.” BSI, London.
Abdul Hakim Mohammed (1994). “Penyediaan Tapak dan struktur Bawah.” Dewan
Bahasa dan Pustaka. Cetekan Pertama. m.s. 15-16,19-20.
Smith, M. J. (1984). “Soil Mechanics.” 4th Ed. George Godwin ELBS
Das, B. M. (1994). “Principles of Geotechnical Engineering” 3rd edition southern
Illinois University at Grbondale. PWS Publishing Company. m.s.44
Bujang K. Huat, et al. (1991). “Pengenalan Mekanik Tanah.” Kuala Lumpur Dewan
Bahasa dan Pustaka. m.s. 190-207
Bristish Standard Institution BS 8004 (1986). “British Standard Code of Practice for
Foundation.” BSI, London.
Brand, E.W. dan Brenner, R.P.(1981). “Soft Clay Eng.” Elsevier Scientific
Publishing Company. m.s.27-771
Sutton, B. H. C (1986).”Solving Problems in Soil Mechanics.” Singapore Longman
Singapore Publishers (Pte) Ltd.
Das, B. M. (1995).”Prinsiples of Foundation Engineering.” New York PWS
Publishing Company. m.s. 564-604
Broms, B. B. (1965). “Methods of Calculating the Ultimate Bearing Capacity of
Piles, a Summary, Sols-Soil.” Vol 5.
Skempton, (1951). “The bearing capacity of clays.” Building research Congress
Division 1, Part 3. m.s 180
Enright, C. T. (1963). “Construction Aspects of a Service Road on Corduroy over
Muskeg.Proc.” 9th Muskeg Research Conference. m.s.109-117
Erlenbach, I. L. (1973). “Grundung von Dammen bei weichem Untergrund” Strase
ung Verkehr No.8.
Sato, S. N. et al. (1973). “Pile-slab Construction Method.” Proc. Of 16th technical
Research Meeting of Hokkaaido Development Bureau. m.s.31-38
Kashiwagi, Y. S. Yui. T.Matsumoto. and Anzaki, H. (1974). “Treatment of Soft
Ground in Urban Areas-Pile Slab Method.” Proc.of 17th Technical Research
Meeting of Hokkaido Development Bureau.m.s.158-164
Holtz, R. D. (1991). “Prefabricated Vertical Drains:Design and Performance.”
Landon CIRIA.
Atkinson, M. S. and Eldred, P. J. L. (1981). “Consolidation of Soil Using Vertical
Drains, Geotechnique.” Vol.31 No.1
Hansbo, S. (1987). “Design Aspects of Vertical Drains And Lime Column
Installations.” 9th Southeast Asian Geotechnical Conference, Thailand.
Yee, K. (2000). “Consolidation Of Soft Clay By Vertical Drainage method.”
Seminar On Ground Improvement-Soft Clay, Kuala Lumpur.
Bergado, T. (1992). “Nylex Flodrain-Designing With Prefabricated Vertical Wick
Drains.” Shah alam Nylex (Malaysia) Berhad.
Barron, R. A. (1948). “Consolidation of Fine-Grained Soils by Drained Wells.”
Trans ASCE vol. 113. m.s. 718-742
Jamiolkowski, et al. (1983) “Precompression and Speeding up Consolidation.”
General Report Proceedings 8th ECSMNFE, Helsinki, Vol.3. m.s.1201-1226
Choa, V. (1985) “Preloading and Vertical Drains, 3rd International Geotechnical
Seminar Soil Improvement Methods.” Singapore. m.s. 87-99
Meyerhof, G. G. (1975). ”Bearing Capacity And Settlement Of Pile Foundation.”
Journal of The Geotechnical Engineering Division. m.s. 195-223