Measured permeabilities in stabilised Swedish soils

Geotechnical Special Publication

Volumn , Issue 120 I, 2003, Pages 622-633

  Åhnberg, Helen ^a  

^a SWEDISH GEOTECHNICAL INSTITUTE   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

BINDERS; COMPRESSION TESTING; EXTRAPOLATION; MECHANICAL PERMEABILITY; MECHANICAL VARIABLES MEASUREMENT; MOISTURE; PERMEAMETERS (MECHANICAL PERMEABILITY); STABILIZATION; STRENGTH OF MATERIALS;

OEDOMETER; PERMEABILITY TESTING; SOFT SOILS;

SOILS;

EID: 0037268611     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (22)

1. Åhnberg H., Bengtsson P-E. and Holm G. (2000). Task 2.2 and 7. Laboratory tests of mixtures - Test sites Dömle Mosse and Holma Mosse, Sweden. National report, part 1. Internal Report. EuroSoilStab project, SGI 3-9705-239 and 3-9708-395.
2. Åhnberg H., Bengtsson P-E. and Holm G. (2001). Effect of initial loading on the strength of stabilised peat. Ground Improvement. Vol 5, No 1, pp. 35-40.
3. Åhnberg H. and Holm G. (1999). Stabilisation of some Swedish organic soils with different types of binder. Proc. of the International Conference on Dry Mix Methods for Deep Soil Stabilization, Stockholm 1999, pp. 101-108.
4. Ähnberg H., Johansson S-E., Pihl H. and Carlsson T. (2002). Stabilising effects of different binders in some Swedish soils. SGI project 1-9710-504 (to be published).
5. Ähnberg, H., Johansson, S-E., Retelius, A., Ljungkrantz, C., Holmqvist, L., Holm, G. (1995). Cement and lime for deep stabilisation of soil. Swedish Geotechnical Institute, Report No. 48. (In Swedish)
6. ASTM Standard (1990). ASTM Standard D 5084- 90. Standard test method for measurement of hydraulic conductivity of saturated porous materials using flexible wall permeameter.
7. Baker, S. (2000). Deformation behavior of lime/cement column stabilized clay. Ph.D. thesis, Dept. of Geotechn. Eng., Chalmers Univ. of Techn., Gothenburg.
8. Bengtsson, P-E. and Ähnberg, H. (1995). Settlement calculations for lime column stabilisations. Road E18 at Fiskvik kanal. SGI project 1-261/86. (In Swedish)
9. Bergwall, M. and Falksund, M. (1996). Consolidation of lime cement columns - permeability and stiffness. Master's thesis 1996:1, Dept. of Geotechn. Eng., Chalmers Univ. of Techn., Gothenburg.
10. Brandl, H. (1999). Long-term behaviour of soils stabilised with lime and with cement. Proc. Geotechnics for Developing Africa, Durban 1999, pp. 219-232.
11. Carlsten, P. (2000). Lime and lime cement columns. Guide for project planning, construction and inspection. Swedish Geotechn. Soc. Report 2:2000. (In Swedish).
12. Carlsten, P. and Ekström, J. (1995). Lime and lime cement columns. Swedish Geotechn. Soc. Report 4:1995E.
13. CEN Standard (1998). European Standard pr-EN459-1:1998. Building lime - Part I: Definitions, specifications and conformity criteria.
14. CEN Standard (2000). European Standard pr-EN197-1:2000. Cement - Part 1: Composition, specifications and conformity criteria for common cements.
15. Dumbleton, M.J. (1962). Investigations to assess the potentialities of lime stabilization in the United Kingdom. Road Research Technical Paper No. 64.
16. Högberg, E. (1979). The role of lime in the stabilisation process. Sem. on The lime column method in practice. Soil and Rock Dept., Royal Univ. of Techn., Stockholm.
17. Kawasaki, T., Saitoh, S., Suzuki, Y. and Babasaki, T. (1984). Deep mixing method using cement slurry as hardening agent. Seminar on soil improvement and construction techniques in soft ground, Singapore 1984.
18. Locat, J., Tremblay, H. and Leroueil, S. (1996). Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime. Can. Geot. J. Vol. 33, No. 4, pp. 654-669.
19. Nygren, M. and Welander, A.-S. (1991). Estimates of properties of lime-cement columns. Master's thesis 91/5, Royal Univ. of Techn., Stockholm. (In Swedish)
20. Sjögren, M., Carlsten, P. and Elander, P. (1994). Determination of the permeability of residual products and soil, in situ and in the laboratory. Nordtest Techn. Rep. 254.
21. Swedish Standard (1991). SS 02 71 26, Geotechnical Tests- Oedometer tests with constant rate of deformation - CRS-tests. SBSI, Stockholm. (In Swedish)
22. Terashi, M. and Tanaka, H. (1983). Settlement analysis for deep mixing methods. Proc. 8th Eur. Conf. on Soil Mech. and Found. Eng., Helsinki 1983, pp. 955-960.