Ageing effects on consolidation properties-based on the site investigation of Osaka Pleistocene clays

Soils and Foundations

Volumn 44, Issue 6, 2004, Pages 39-51

  Tanaka, Hiroyuki ^a   Kang, Min Soo ^b   Watabe, Yoichi ^b  

^a HOKKAIDO UNIVERSITY   (Japan)

^b PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

Author keywords

Ageing effect; Consolidation properties; Holocene clays; Hydraulic conductivity; Pleistocene clays; Yield consolidation pressure (IGC: D6)

Indexed keywords

AGING OF MATERIALS; CONSOLIDATION; HYDRAULIC CONDUCTIVITY; PORE PRESSURE; SEDIMENTS; X RAY DIFFRACTION ANALYSIS;

AGING EFFECTS; CONSOLIDATION PROPERTIES; HOLOCENE CLAYS; PLEISTOCENE CLAYS; YIELD CONSOLIDATION PRESSURE (IGC: D6);

CLAY;

EID: 24744465165     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.6_39     Document Type: Article

References (22)

1. Andersen, A. and Kolstad, P. (1979): The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials, Proc. Int. Symposium of Soil Sampling, Singapore, 13-21.
2. Bjerrum, L. (1973): Problems of soil mechanics in unstable soils, Proc. 8th ICSMFE, 3, 111-159.
3. Burland, J. B. (1990): On the compressibility and shear strength of natural clays, Geotechnique, 40, 329-347.
4. Itoh, Y., Takemura, K., Ishiyama, T., Tanaka, Y. and Iwaki, H. (2000): Basin formation at a contractional bend of a large trascurrent fault: Plio-Pleistocene subsidence of the Kobe and northern Osaka Basins, Japan, Tectonophysics, 321, 327-341.
5. Kanda, K., Suzuki, S. and Yamagata, N. (1991): Offshore soil investigation at the Kansai International Airport, Proc. Int. Conf. on Geotechnical Engineering for Coastal Development, GEO-COAST '91, 1, 33-38.
6. Leroueil, S. (1994): Compressibility of clays: fundamental and practical aspects, in vertical and horizontal deformations of foundations and embankments, Proc. Settlement '94, ASCE, Geotechnical Special Publication 40, 57-76.
7. Lunne, T., Berre, T. and Strandvik, S. (1997): Sample disturbance effects in soft low plastic Norwegian clay, Proc. Conference on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, 81-102.
8. Mitchell, J. K. (1993): Fundamentals of Soil Behavior, 2nd Edition, John Wiley & Sons. Inc.
9. Perret, D., Locat, J. and Leroueil, S. (1995): Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec, Can. Getech. J., 32, 247-262.
10. Tan, Y. X. and Tsuchida, T. (1999): The development of shear strength for sedimentary soft clay with respect to aging effect, Soils and Foundations, 39 (6), 12-24.
11. Tanaka, H. (2000a): Sample quality of cohesive soils: lessons from three sites, Ariake, Bothkennar and Drammen, Soils and Foundations, 40 (4), 57-74.
12. Tanaka, H. (2000b): Re-examination of established relations between index properties and soil parameters, Proc. Int. Symposium on Coastal Geotechnical Engineering in Practice, IS-Yokohama, 2, 3-26.
13. Tanaka, H. (2002): A comparative study on Geotechnical characteristics of marine soil deposits worldwide, Int. J. of Offshore and Polar Engineering, 12 (2), 81-88.
14. Tanaka, H. (2005): Consolidation behavior of natural soils around pc value - Long term consolidation test -, Soils and Foundations, (accepted).
15. Tanaka, H. and Locat, J. (1999): A microstructural investigation of Osaka bay clay: the impact of microfossils on its mechanical behaviour, Can. Geotech. J., 36, 493-508.
16. Tanaka, H., Locat, J., Shibuya, S., Tan, T. S. and Shiwakoti, D. R. (2001a): Characterization of Singapore, Bangkok and Ariake clays, Can. Getech. J., 38, 378-400.
17. Tanaka, H., Shiwakoti, D. R., Mishima, O., Watabe, Y., and Tanaka, M. (2001b): Comparison of mechanical behavior of two overconsolidated clays; Yamashita and Louiseville clays, Soils and Foundations, 41 (4), 73-87.
18. Tanaka, H., Ritoh, F. and Omukai, N. (2002): Quality of samples retrieved from great depth and its influence on consolidation properties, Can. Geotech. J., 39, 1288-1301.
19. Tanaka, H., Tanaka, M., Suzuki, S. and Sakagami, T. (2003): Development of a new cone penetrometer and its application to great depths of Pleistocene clays, Soils and Foundations, 43 (6), 51-61.
20. Terashi, M., Tanaka, H., Mitsumoto, T., Niidome, Y. and Honma, S. (1980): Fundamental properties of lime and cement treated soils (2nd report), Report of the Port and Harbour Research Institute, Ministry of Transport, Japan, 19 (1), 33-62 (in Japanese).
21. Tsuchida, T. (2001): General interpretation on natural void ratio-overburden pressure relationship of marine deposits, Soils and Foundations, 41 (1), 127-143 (in Japanese).
22. Tsuchida, T., Kobayashi, M. and Mizukami, J. (1991): Effect of aging of marine clays and its duplication by high temperature consolidation, Soils and Foundations, 31 (4), 133-147.