Settlements in fine-grained soils under cyclic loading

Soils and Foundations

Volumn 41, Issue 6, 2001, Pages 25-36

  Yasuhara, Kazuya ^a   Murakami, Satoshi ^a   Toyota, Noritaka ^b   Hyde, Adrian F L ^c  

^a IBARAKI UNIVERSITY   (Japan)

^b TOKYO ELECTRIC POWER COMPANY   (Japan)

^c UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

Cyclic loading; Excess pore pressure; Fine grained soil; Plasticity index; Safety factor; Settlement (IGC: D7 E8)

Indexed keywords

EID: 2942732233     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.6_25     Document Type: Article

References (34)

1. Boulanger, R. W., Meyers, M., Mejia, L. H. and Idriss, I. M. (1998): Behaviour of a fine-grained soil during the Loma Prieta earthquake, Can. Geotech. J., 35, 146-158.
2. Fukutake, T. (1995): Three-dimensional liquefaction analysis of interaction among ground, foundation and structures, Investigation Report of 1995 Hyogoken-Nanbu Earthquake, Technical Research Institute, Shimizu Construction Co. Ltd. (in Japanese).
3. Hyde, A. F. L. and Ward, S. J. (1985): A pore pressure and stability model for a silty clay under repeated loading, Géotechnique, London, England, 35 (2), 113-125.
4. Hyodo, M. et al. (1994): Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress, Soils and Foundations, 34 (4), 1-12.
5. Iizuka, A. and Ohta, H. (1987): A determination procedure of input parameters for elasto-viscoplastic finite element analysis, Soils and Foundations 27 (3), 71-87.
6. Inada, M., Akaishi, M. and Chou, K. (1977): Shearing deformation of soft ground due to embankment, Tsuchi-to-Kiso (J. JSSMFE), 25 (3), 53-56 (in Japanese).
7. Ishihara, K. and Towhata, I. (1980): One-dimensional soil response analysis during earthquakes based on effective stress method, J. of the Faculty of Engrg., The University of Tokyo (B), 655-700.
8. Kusakabe, O. and Kawai, N. (1989): Reduction in bearing capacity and increase in settlement of a footing due to an upward seepage flow, J. of JSSMFE (Tsuchi to Kiso), 37 (6) (377), 57-62 (in Japanese).
9. Lefebvre, G., Leboeuf, D. and Hornych, P. (1991): Slope failures associated with the 1988 Saguenay earthquake, Quebec, Canada, Can. Geotech. J., 29, 117-130.
10. Matsuda, H. (1998): Estimation of post-earthquake settlement-time relations of clay layers, J. of Geotech. Engrg., JSCE, (568), III-39, 41-45 (in Japanese).
11. Matsui, T., Ohara, H. and Itou, T. (1980): Cyclic stress-strain history of and shear characteristics of clay, J. Geotech. Engrg. Div., ASCE, 106 (19), 1101-1120.
12. Matsui, T., Bahr, M. A. and Abe, N. (1992): Estimation of shear characteristics degradation and stres-strain relation of saturated clay after cyclic loading, Soils and Foundations, 32 (2), 161-172.
13. Matsuo, O., Shimadzu, T. and Tamoto, S.: (1997): Study on seismic stability of levees on soft ground, Doboku-gijyutu-shiryou (Technical Report of Civil Engrg.), PWRI, 39 (9), 56-61 (in Japanese).
14. Mitachi, T. and Kitago, S. (1976): Change in undrained shear strength characteristics of saturated remoulded clay due to swelling, Soils and Foundations, J. of Japanese Geotech. Society, 16 (1), 45-68.
15. Noto, S. and Kumagai, M. (1986): An experimental study on dynamic properties of peat soils, Monthly Report of Civil Engrg. Research Institute, Hokkaido Develop. Bureau, (393), 12-21 (in Japanese).
16. Ohara, S. and Matsuda, H. (1990): Study on the settlement of saturated clay layer induced by cyclic loads, Soils and Foundations, 28 (3), 103-113.
17. Pradhan, Tej B. S., Dam L. D. K. and Shiokawa, M. (1997): Settlement analysis of clay deposit induced by earthquake motion, Proc. 11th World Conf. Earthquake Engrg., 1, (361).
18. Stark, T. and Contreas, I. A. (1998): Fourth Avenue landslide during 1964 Alaskan earthquake, J. Geotech. and Geoenvironmental Engrg., ASCE, 124 (2), 99-109.
19. Suzuki, T. (1984): Settlement of soft cohesive ground due to earthquake, Proc. 38th Annual Meeting on JSCE, III, 87-88 (in Japanese).
20. Wroth, C. P. and Houlsby, G. T. (1985): Soil mechanics-Property characterization and analysis procedures, Proc. 11th ICSMFE, 1, 1-56.
21. Yamaguchi, H. (1977): Panel Discussion, Proc. 9th ICSMFE, 3, 382-384.
22. Yasuhara, K., Hyodo, M., Konami, T. and Hirao, K. (1991): Earthquake-induced settlement in soft ground, Proc. 2nd Intn'l Conf. Recent Advances in Geotechnical Earthquake Engrg. and Soil Dynamics, 1 (3.9), 365-370.
23. Yasuhara, K. and Andersen, K. H. (1991): Clay behaviour under consequtive long-term cyclic loading in direct simple shear tests, Proc. ASCE, (439/III-17), 9-16 (in Japanese).
24. Yasuhara, K., Hirao, K. and Hyde, A. F. L. (1992): Effects of cyclic loading on undrained strength and compressibility of clay, Soils and Foundations, 32 (1), 100-116.
25. Yasuhara, K., Oikawa, H. and Noto, S. (1993): Large strain cyclic behaviour of peat, Proc. Intn'l Workshop on Advances in Understanding and Modelling the Mechanical Behaviour of Peat, The Netherland, 301-310.
26. Yasuhara, K., Satoh, K. and Hyde, A. F. L. (1994): Post-cyclic undrained stiffness for clays, Proc. Intn'l Symp. Prefailure Deformation of Geomaterials, 1, 483-489.
27. Yasuhara, K. (1994): Post-cyclic undrained strength for cohesive soils, J. Geotech. Engrg., ASCE, 120 (11), 1961-1979.
28. Yasuhara, K. (1995): Earthquake-induced settlements in peaty ground, Proc. Intern'l Workshop on Engrg. Characteristics and Behavior of Peat, Sapporo, Japan, 5.1-5.9.
29. Yasuhara, K. and Hyde, A. F. L. (1997): Method for estimating post-cyclic undrained secant modulus of clays, J. Geotech. and Geoenvironmental Engrg., ASCE, 123 (3), 204-211.
30. Yasuhara, K., Hyde, A. F. L., Toyota, N. and Murakami, S. (1997): Cyclic stiffness of plastic silt with an initial drained shear stress, Géotechnique, Special Issue, Pre-Failure Deformation Behaviour of Geomaterials, 371-382.
31. Yasuhara, K. (1999): Discussion to "Behaviour of a fine-grained soil during the Loma Prieta Earthquake" by Boulanger, R. W., Meyers, M. W., Mejia, L. H. and Idriss, I. M. (CGJ, 36: 146-158, 1998), Can. Geotech. J., 36, 582-583.
32. Yasuhara, K. and Murakami, S.: Dynamic FE analysis for stability of embankment on silty clay during earthquakes, (Unpublished).
33. Yokokawa, S. (1997): Evaluation of residual deformation and instability of soft cohesive soils under earthquake loading, MS Thesis, Graduate School, Faculty of Engrg., Ibaraki Univ., (in Japanese).
34. Zeevaert, L. (1987): Foundation Engineering for Difficult Subsoil Conditions (2nd Edition), Van Nostrand Co., Ltd.