The impact of structure on the undrained shear strength of cohesive soils

Engineering Geology

Volumn 92, Issue 1-2, 2007, Pages 88-96

  Dolinar, Bojana ^a   Trauner, Ludvik ^a  

^a UNIVERSITY OF MARIBOR   (Slovenia)

Author keywords

Clay; Fabric; Kaolinite; Structure; Undrained shear strength

Indexed keywords

CRYSTALLINE MATERIALS; KAOLINITE; PARTICLE SIZE; SHEAR STRENGTH; SOIL MOISTURE;

MICROFABRICS; PARTICLE ASSOCIATIONS; PORE WATER;

SOIL MECHANICS;

COHESIVE SOIL; KAOLINITE; SALT; SCANNING ELECTRON MICROSCOPY; SHEAR STRENGTH; SOIL-STRUCTURE INTERACTION; WATER CONTENT;

EID: 34249307774     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2007.04.003     Document Type: Article

References (14)

1. British Standards Institution. Methods of Test for Soils for Civil Engineering Purposes vol. 1377 (1990), British Standards Institution, London
2. Carambassis A., Jonker L.C., Attard P., and Rutland M.W. Forces measured between hydrophobic surfaces due to a sub-microscopic bridging bubble. Phys. Rev. Lett. 80 (1998) 5357-5360
3. Dolinar B., and Trauner L. Liquid limit and specific surface of clay particles. Geotech. Test. J. 27 6 (2004) 580-584
4. Dolinar B. The impact of mineral composition on the compressibility of saturated soils. Mech. Mater. 38 (2006) 599-607. http://dx.doi.org/10.%201016/j.mechmat.2005.11.003 (http://dx.doi.org/10.1016/j.mechmat.2005.11.003)
5. In: Ferrell R.E. (Ed). Clay Water Interface and its Rheological Implications. The Clay Minerals Society, CMC Workshop lectures vol. 4 (1992) 244
6. Koumoto T., and Houlsby G.T. Theory and practice of the fall cone test. Geotechnique LI 8 (2001) 701-712
7. Mitchell J.K. Fundamentals of Soil Behaviour. 2nd ed. (1993), John Wiley & Sons Inc, New York 437
8. Mcbride M.B., and Baveye P. Diffuse double-layer models, long-range forces, and ordering in clay colloids. Soil Sci. Soc. Am. J. 66 4 (2002) 1207-1217
9. Rand B., and Melton I.E. Particle interactions in aqueos kaolinite suspensions. J Colloid Interface Sci. 60 2 (1977) 308-320
10. Sutheimer S.H., Maurice P.A., and Zhou Q. Dissolution of well and poorly crystalized kaolinites: Al speciation and effects of surface characteristics. Am. Mineral. 84 (1999) 620-628
11. Tchistiakov A.A. Physico-chemical aspects of clay migration and injectivity decrease of geothermal clastic reservoirs. Proceedings World Geothermal Congress 2000, May 28-June 10, Kyushu-Tohoku, Japan (2000) 3087-3095
12. Trauner L., Dolinar B., and Mišič M. Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. Intern. J. Geomech. 5 4 (2005) 50-355. http://10.%201061/(ASCE)1532-3641(2005)5%3A4(350 (http://10.1061/(ASCE)1532-3641(2005)5:4(350)
13. Van Olphen H. An Introduction to Clay Colloid Chemistry. 2nd ed. (1977), Wiley Interscience, New York 318
14. Wang Y.H., and Siu W.K. Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations. Can. Geotech. J. 43 (2006) 587-600