Acta Univ. Agric. Silvic. Mendelianae Brun. 2013, 61(6), 1583-1588 | DOI: 10.11118/actaun201361061583
Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in Brno region
- Department of Landscape Management, Mendel University in Brno, 613 00 Brno, Czech Republic
Shear strength of soils is highly affected by moisture conditions (i.e. water content), especially if the soil contains clay materials. Usually the laboratory specimen, which are used to determine shear strength of soil are prepared at water content and dry density same as in the field conditions, without respect to the fact, that the conditions in the future might not remain the same. For the purpose of this study soil specimen were compacted and the optimum moisture content was identified. After compaction soil was tested at the dry side of optimum water content at w = 9 %, 10 % and 11 %. Parameters of shear strength were obtained and used for stability analysis with software GEOSLOPE/W 2012. According to referenced literature, it was expected for the shear strength of the soil to decrease with increasing water content. This hypothesis was not proven for clayey soil from Brno region. Development of values of friction angle and cohesion exhibited anomalous behaviour and such development was found also for values of Factor of safety (FOS) obtained from stability analyses. Results proved the necessity of taking moisture conditions into account, when processing stability analyses, in order to achieve reliable and safe constructions.
Keywords: shear strength, water content, clay, factor of safety, cohesion, friction angle
Grants and funding:
This research was exerted thanks to support of project TA01020326 "Optimization of design and realization of low capacity road pavements " of the Technology Agency of Czech Republic.
Received: August 28, 2013; Published: November 24, 2013 Show citation
ACS | AIP | APA | ASA | Harvard | Chicago | IEEE | ISO690 | MLA | NLM | Turabian | Vancouver |
References
- BRACKLEY, I. J. A., 1973: Swell pressure and free swell in a compacted clay. In: COKCA, E., TILGEN, H.P., 2010: Shear strength-suction relationship of compacted Ankara clay. Applied clay science 49: 400-404. ISSN 1872-9053.
Go to original source...
- BRACKLEY, I. J. A., 1975: A model of unsaturated clay structure and its application to swell behavior. In: COKCA, E., TILGEN, H. P., 2010: Shear strength-suction relationship of compacted Ankara clay. Applied clay science 49: 400-404. ISSN 1872-9053.
Go to original source...
- FERRÉ, G. C., TOPP, P. A., 2002: The Soil Solution Phase. In: DANE, J. H., TOPP, G. C. (Co-editors): Methods of Soil Analysis, Part 4 Physical Mehods, Madison, Wisconsin, USA: Soil Science Society of America, Inc., 1663 p. ISBN 0-89118-841-X.
- HENDRON, A. J., PATTON, F. D., 1987: The Vaiont slide - a geotechnical analysis based on new geologic observations of the failure surface. Engineering Geology, 24, 1: 475-491. ISSN 0013-7952. DOI: 10.1016/0013-7952(87)90080-9
Go to original source...
- HULLA, J., ŠIMEK, J., TURČEK, P., 1991: Mechanika zemín a zakladanie stavieb. Bratislava: ALFA, 336p. ISBN 80-05-00728-0.
- KRAHN, J., 2004: Stability Modeling with SLOPE/W. An engineering methodology. Calgary, Alberta, Canada: GEO-SLOPE International, Ltd., 246.
- LAMBE, T. W., WHITMAN, R. V., 1979: Soil Mechanics. New York: Wiley & Sons, Inc. 553 p. ISBN 0471511927, 9780471511922.
- MENCL, V., 1997: Súbor vybraných prednášok prof. Ing. Dr. V. Mencla, DrSc. Žilina: INGEO a. s., 286.
- PELLET, F. L., KESHAVARZ, M., BOULON, M., 2013: Influence of humidity conditions on shear strength of clay rock discontinuities. Engineering Geology, 157: 33-38. ISSN 0013-7952. DOI: 10.1016/j.enggeo.2013.02.002
Go to original source...
- TOLL, D. G., 2000: The influence of fabric on the shear behavior of unsaturated compacted soils. Advances in Unsaturated Geotechnics. Denver: American Society of Civil Engineers, pp. 222-234. ISBN 9780784405109.
Go to original source...
- VANAPALLI, S. K., FREDLUND, D. G., PUFAHI, D. E., 1996: The relationship between the soil-water characteristic curve and the unsaturated shear strength of a compacted glacial till. Geotechnical Testing Journal ASTM 19, 3: 19-28. ISSN 0149-6115.
Go to original source...
- ZHAN, T. L. T., CHARLES, W. W. Ng., 2006: Shear strength characteristics of an unsaturated expansive clay. Canadian Geotechnical Journal, 43, 7: 751-763. ISSN 1208-6010. DOI: 10.1139/t06-036
Go to original source...
This is an open access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License (CC BY NC ND 4.0), which permits non-comercial use, distribution, and reproduction in any medium, provided the original publication is properly cited. No use, distribution or reproduction is permitted which does not comply with these terms.