Experimental study of water infiltration on an unsaturated soil-geosynthetic system

Authors

DOI:

https://doi.org/10.17533/udea.redin.n78a15

Keywords:

soil-geosynthetic, column-test, unsaturated soil, experimental study, infiltration

Abstract

This investigation presents experimental results from soil-geosynthetic column tests constructed to study the drainage capability of geosynthetics installed within an unsaturated soil and subjected to a water infiltration process. Two different types of permeable geosynthetics were tested; namely, non-woven geotextile and woven non-woven geocomposite. The infiltration process was monitored using negative/positive pore water pressure and volumetric water content transducers placed above and below the geosynthetic. The results showed that the geosynthetics behaved as an impermeable layer until the surrounding soil was nearly saturated. The geosynthetics started draining water laterally only when the pore water pressure within the soil above it was positive or negative but close to zero. This study intends to provide some insights into the physics of soil-geosynthetics performance, and to complement the available technical data used to conduct numerical simulations of complex soil-structures subjected to water infiltration processes.

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Author Biographies

Edwin Fabián García-Aristizábal, University of Antioquia

Civil Engineer, National University of Colombia. Master of Engineering, University of Tokyo. Doctor of Engineering, Kyoto University. Associate Professor, Faculty of Engineering, University of Antioquia.

Carlos Alberto Vega-Posada, University of Antioquia

Civil Engineer, National University of Colombia. Master of Engineering, Ohio University. Doctor of Engineering, Northwester University. Assistant Professor, Faculty of Engineering, University of Antioquia.

Alba Nury Gallego-Hernández, University of Antioquia

Geological Engineer, National University of Colombia. Master of Engineering, Shimane University. Doctor of Engineering, Shimane University. Assistant Professor, Faculty of Engineering, University of Antioquia.

References

P. Fox and T. Stark, “State-of-the-art report: GCL shear strength and its measurement – ten-year update”, Geosynthetics International, vol. 22, no. 1, pp. 3-47, 2015.

F. Portelinha, J. Zornberg and V. Pimentel, “Field performance of retaining walls reinforced with woven and nonwoven geotextiles”, Geosynthetics International, vol. 21, no. 4, pp. 270-284, 2014.

A. Taha, M. Naggar and A. Turan, “Experimental and numerical study on lateral behaviour of geosyntheticreinforced pile foundation system”, Geosynthetics International, vol. 21, no. 6, pp. 352-363, 2014.

J. Lovisa, S. Shukla and N. Sivakugan, “Behaviour of prestressed geotextile-reinforced sand bed supporting a loaded circular footing”, Geotextiles and Geomembranes, vol. 28, no. 1, pp. 23-32, 2010.

S. Tan, S. Chew and W. Wong, “Sand–geotextile interface shear strength by torsional ring shear tests”, Geotextiles and Geomembranes, vol. 16, no. 3, pp. 161- 174, 1998.

L. Lamy, L. Lassabatere, B. Bechet and H. Andrieu, “Effect of a nonwoven geotextile on solute and colloid transport in porous media under both saturated and unsaturated conditions”, Geotextiles and Geomembranes, vol. 36, pp. 55-65, 2013.

M. Ghazavi and M. Roustaei, “Freeze–thaw performance of clayey soil reinforced with geotextile layer”, Cold Regions Science and Technology, vol. 89, pp. 22-29, 2013.

B. Chattopadhyay and S. Chakravarty, “Application of jute geotextiles as facilitator in drainage”, Geotextiles and Geomembranes, vol. 27, no. 2, pp. 156-161, 2009.

S. Tan et al., “Large-scale drainage behavior of composite geotextile and geogrid in residual soil”, Geotextiles and Geomembranes, vol. 19, no. 3, pp. 163- 176, 2001.

J. Zornberg and J. Mitchell, “Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interaction and functions”, Geosynthetics International, vol. 1, no. 2, pp. 103-148, 1994.

R. Koerner and G. Koerner, “Lessons learned from geotextile filter failures under challenging field conditions”, Geotextiles and Geomembranes, vol. 43, no. 3, pp. 272-281, 2015.

O. Akay, A. Özer and G. Fox, “Assessment of EPS block geofoam with internal drainage for sandy slopes subjected to seepage flow”, Geosynthetics International, vol. 21, no. 6, pp. 364-376, 2014.

E. Garcia, C. Chaminda and T. Uchimura, “Function of permeable geosynthetics in unsaturated embankments subjected to rainfall infiltration”, Geosynthetics International, vol. 14, no. 2, pp. 89-99, 2007.

G. Richardson, “Fundamental mistakes in slope design”, Geotechnical Fabrics Report, Mar. 1997.

W. Dierickx, “Determination of water penetration resistance of geotextiles”, ASTM Special Technical Publication 1281, Jan. 1996.

T. Iryo and R. Rowe, “On the Hydraulic behavior of unsaturated nonwoven geotextiles”, Geotextiles and Geomembranes, vol. 21, no. 6, pp. 381-404, 2003.

T. Iryo and R. Rowe, “Infiltration into an embankment reinforced by nonwoven geotextiles”, Canadian Geotechnical Journal, vol. 42, no. 4, pp. 1145-1159, 2005.

T. Iryo and R. Rowe, “Numerical study of Infiltration into a soil-geotextile column”, Geosynthetics International, vol. 11, no. 5, pp. 377-389, 2004.

A. Ho, “Experimental and numerical investigation of infiltration ponding in one-dimensional sandgeotextile columns”, MSc thesis, Queen’s University, Kingston, Canada, 2000.

H. Krisdani, H. Rahardjo and E. Leong, “Experimental Study of 1-D Capillary Barrier Model using Geosynthetic Material as the Coarse-Grained Layer”, in 4th International Conference on Unsaturated Soils, Carefree, USA, 2006, pp. 1683-1694.

R. Bathurst, A. Ho and G. Siemens, “A column apparatus for investigation of 1-D unsaturated-saturated response of sand-geotextile systems”, Geotechnical Testing Journal, vol. 30, no. 6, pp. 433-441, 2007.

R. Bathurst, G. Siemens, A. Ho, “Experimental investigation of infiltration ponding in one-dimensional sand-geotextile columns”, Geosynthetics International, vol. 16, no. 3, pp. 158-172, 2009.

G. Siemens and R. Bathurst, “Numerical parametric investigation of infiltration in one-dimensional sand– geotextile columns”, Geotextiles and Geomembranes, vol. 28, no. 5, pp. 460-474, 2010.

D. Fredlund and A. Xing, “Equation for the soil-water characteristic curve”, Canadian Geotechnical Journal, vol. 31, no. 4, pp. 521-532, 1994.

American Society for Testing and Materials (ASTM), Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), Standard ASTM D2487, 2011.

J. Miller and G. Gaskin, “Theta Probe ML2x. Principles of operation and applications”, Macaulay Land Use Research Institute, Tech. Note (2nd ed), 1999.

J. Zornberg, A. Boauazza and J. McCartney, “Geosynthetic Capillary Barriers: Current State of Knowledge”, Geosynthetics International, vol. 17, no. 5, 2010. pp. 273-300, 2010.

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Published

2016-03-18

How to Cite

García-Aristizábal, E. F., Vega-Posada, C. A., & Gallego-Hernández, A. N. (2016). Experimental study of water infiltration on an unsaturated soil-geosynthetic system. Revista Facultad De Ingeniería Universidad De Antioquia, (78), 112–118. https://doi.org/10.17533/udea.redin.n78a15

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