1 |
Andersen, K.H., Kleven, A., and Heien, D. (1988), "Cyclic Soil Data for Design of Gravity Structures", Journal of Geotechnical Engineering, Vol.114, No.5, pp.517-539.
DOI
|
2 |
Andersen, K.H. and Berre, T. (1999), "Behaviour of a Dense Sand under Monotonic and Cyclic Loading", In Proceedings of the 12th ECSMGE, Geotechnical Engineering for Transportation Infrastructure, Amsterdam, the Netherlands, 7-10 June 1999, Vol.2, pp.667-676.
|
3 |
Andresen, L. and Jostad, H.P. (2004), "Analyses of Progressive Failure in Long Natural Slopes", In Numerical Models in Geomechanics: Proceedings of NUMOG IX, Ottawa, Ont., 25-27 August2004, pp.603-608.
|
4 |
Andersen, K.H. (2009), "Bearing Capacity under Cyclic Loading, Offshore, Along the Coast and on Land. The 21st Bjerrum Lecture presented in Oslo, 23November 2007", NRC Research Press Web site .
|
5 |
Baxter, C.D.P., Bradshaw, A.S., Ochoa-Lavergne, M., and Hankour, R. (2010), "DSS Test Results using Wire-Reinforced Membranes and Stacked Rings", GeoFlorida 2010 ASCE.
|
6 |
Castro, G., Poulos, S.J., France, J.W., and Enos, J.L. (1982), "Liquefaction Induced by Cyclic Loading", Report to NSF.
|
7 |
Chaney, R. and Mulilus, P.J. (1987), "Suggested Method for Soil Specimen Remoulding by Wet Raining", ASTM Geotechnical Journal, Vol.1, pp.107-108.
|
8 |
De Alba, P., Seed, H.B., and Chan, C.K., (1976), "Sand liquefaction in large-scale simple shear tests", J.Geotech.Engrg.Div., ASCE, Vol.102, pp.909-927.
|
9 |
Dyvik, R., Berre, T., Lacasse, S., and Raadim, B. (1987), "Comparison of Truly Undrained and Constant Volume Direct Simple Shear Tests", Geotechnique, Vol.37, pp.3-10.
DOI
|
10 |
Goulois, A.M., Whitman, R.W., and Hoeg, K. (1985), "Effects of Sustained Shear Stresses on the Cyclic Degradation of Clay", ASTM Special Technical Publication, Vol.883, pp.330-351.
|
11 |
Ishihara, K. (1985), "Stability of Natural Deposits during Earthquakes", 11th Intl. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 1: 321-376.
|
12 |
Kuerbis, R. and Vaid, Y.P. (1988), "Sand Sample Preparation-Slurry Deposition Method", Soils and Foundations, Vol.28, pp.107-118.
|
13 |
Lee, K. and Seed, H.B. (1967), "Dynamic Strength of Anisotropically Consolidated Sand", Journal of Soil Mechanics and Foundation Division ASCE, pp.169-190.
|
14 |
Miura, S. and Toki, S. (1982), "A Sample Preparation Method and It Effect on Static and Cyclic Deformation-strength Properties of Sand", Soils and Foundation, Vol.22, pp.61-77.
DOI
|
15 |
Mulilus, J.P., Seed, H.B., Chan, C.K., Mitchell, J.K., and Arulanandan, K. (1977), "Effects of Sample Preparation on Sample Preparation", Journal of Geotechnical Engineering Division, ASCE 103 (GT2), pp.91-108.
|
16 |
Nielsen, S.D., Shajarati, A., Sorenson, K.W., and Ibsen, L.B. (2012), "Behaviour of Dense Frederikshavn Sand during Cyclic Loading", DCE Technical Memorandum, No.15.
|
17 |
Randolph, M. and Gourvenec, S. (2011), "Offshore Geotechnical Engineering", Taylor and Francis, London.
|
18 |
Safdar, M. and Kim, J.M. (2013), "Cyclic Behavior of Marine Silty Sand", Electronic Journal of Geotechnical Engineering (EJGE), Vol.18A, pp.209-218.
|
19 |
Vaid, Y.P. and Negussey, D. (1988), "Preparation of Reconstituted Sand Specimens", ASTM STP pp.977.
|