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Nguồn tham khảo
Tài liệu tham khảo | Loại | Chi tiết | ||||||
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10. Fang, Y.S., Chung, Y.T., Yu, F.J and Chen, T.J. (2001). “ Properties of soil- cement stabilished with deep mixing method” Ground Improvement 5, No. 2, pp. 69-74 “ | Sách, tạp chí |
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11. Takenaka, D. and Taneaka K. (1995). “Deep Chemical Mixing Method – Using Cement as Hardening Agent.” | Sách, tạp chí |
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1. Dr.Ionald A. Bruce, , C. Eng. T, 2000,USA. An Introduction to the Deep Soil Mixing methods as used in geotechnical applications | Khác | |||||||
2. F.G. Bell,1995, South Africa. Lime stabilization of clay minerals and soils | Khác | |||||||
3. Sudhakar M.Rao and Shivananda, 2002, India. Role of curing temperature in progress of lime-soil reaction | Khác | |||||||
4. Supakij Nontananandh, Sanupong Boonyong, Thailan Strength Development of Soft Marine Clay Stabilized with Cement and Fly Ash | Khác | |||||||
5. Tawan -Limprasert ( 1995) : Behaviour of soil, soil-cement, and soil-cement- fiber under multiaxial test | Khác | |||||||
6. Khosrow Ghavami, Romildo D. Toledo Filho,b Normando P. Barbosac (1996) : Behaviour of composite soil reinforced with natural fibres | Khác | |||||||
7. Công trình Tổng kho xăng dầu Hậu Giang tại khu công nghiệp Trà Nóc, TP Cần Thơ | Khác | |||||||
12. Tan, T.S, Goh T.L, Yong K.Y (2002). “ Properties of Singapore Marine Clays Improved by Cement Mixing. “ Geotechnical Testing Journal, Dec. 2002, Vol.25, No. 4, pp. 422-33 | Khác | |||||||
13. V.A .Fernandes, P.Purnel, G.T. Still, T.H.Thomas (2006)“The effect of clay content in sand used for cementitous materials in developing countries “ | Khác | |||||||
14. S.M. Marandi, M.H.Bagheripour, R. Rahgozar, H. Zare (2008) “ Strength and Ductility of Randomly Distributed Palm Fibers Reinforced Silty-Sand Soils 15. Steve Burroughs and Associates Pty (2006)“ Strength of compacted earth :linking soil properties to stabilizers “ | Khác | |||||||
16. Fumitaka Arai , Haruo Noguchi , Naoaki Suemasa , Toshiyuki Katada, Tatsuya Takahashi (2008)“ The horizontal resistance of a steel pile installed in a soil cement column “ | Khác | |||||||
17. R.Sudin, N. Swamy “ Bamboo and wood fibre cement composites for sustainable infrastructure regeneration “ | Khác | |||||||
18. Gerald A. Miller , Shahriar Azad (2000)“ Influence of soil type on stabilization with cement kiln dust “ | Khác | |||||||
19. Sudhakar M. Rao and P. Shivananda (2003) “ Role of curing temperature in progress of lime-soil reactions “ | Khác | |||||||
20. J.Kent Newman, PhD “ Rapid Soil Stabilization Technologies “ | Khác | |||||||
21. Sadek Baker (2000) “ Deformation Behaviour of Lime/Cement Column Stabilized Clay “ | Khác | |||||||
22. Muntohar, A. S (2009)“ Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil “ | Khác | |||||||
23. Pascal Boivin,* Patricia Garnier, and Daniel Tessier (2004) “ Relationship between Clay Content, Clay Type, and Shrinkage Properties of Soil Samples “ 24. Y.T. Kim , H.J. Kim , G.H. Lee (2008)“ Mechanical behavior of lightweightsoil reinforced with waste fishing net “ | Khác |
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