Technical Papers
Sep 28, 2016

Hydrological Effects of Live Poles on Transient Seepage in an Unsaturated Soil Slope: Centrifuge and Numerical Study

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 3

Abstract

Live poles have been used to stabilize shallow slopes. Most of the existing work has focused on pole reinforcement. The effects of pole transpiration on slope stability are unclear. This study aims to investigate the effects of pole transpiration on rainfall-induced slope hydrology through centrifuge model tests. A novel live-pole modeling technique using real branch cuttings was adopted to simulate the hydrological effects of the transpiration-induced suction in the centrifuge. Suction responses during rainfall were recorded and back-analyzed by seepage analysis. Higher suction was preserved after rainfall when pole transpiration induced higher suction before rainfall. This is because inducing higher suction would lower the soil water storage capacity and hydraulic conductivity. After a rainfall event with a return period of 20 years, up to 10 kPa of suction was preserved in the pole-supported slope to provide stabilization effects.

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Acknowledgments

The authors received a research grant (HKUST6/CRF/12R) from the Research Grants Council of the Government of the Hong Kong SAR and another (2012CB719805) from the Ministry of Science and Technology of the People’s Republic of China under the National Basic Research Program (973 Program). The second author would also like to acknowledge the funding provided by the EU FP7 Marie Curie Career Integration Grant (CIG) under the project BioEPIC Slope, as well as research travel support from the Northern Research Partnership (NRP). The forth author also acknowledge the Hong Kong-Scotland Partners in Post-Doctoral Research (S-HKUST601/15) provided by the Research Grants Council of Hong Kong SAR and the Scottish Government.

References

ASTM. (2010). “Standard test method 469 for Young’s modulus, tangent modulus, and chord modulus.” ASTM E111-04, West Conshohocken, PA.
ASTM. (2011). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487, West Conshohocken, PA.
ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort [12,400ft-lbf/ft3 (600kN-m/m3)].” ASTM D698-12e2, West Conshohocken, PA.
Fluhler, H., Ardakani, M. S., and Stolzy, L. H. (1976). “Error propagation in determining hydraulic conductivities from successive water content and pressure head profiles.” Soil Sci. Soc. Am. J., 40(6), 830–836.
Garg, A., Leung, A. K., and Ng, C. W. W. (2015). “Transpiration reduction and root distribution functions for a non-crop species Schefflera heptaphylla.” Catena, 135, 78–82.
Garnier, J., et al. (2007). “Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling.” Int. J. Phys. Model. Geotech., 7(3), 1–23.
GEO (Geotechnical Engineering Office). (2000). “Guide to retaining wall design.” Dept. of Civil Engineering and Development, Government of the Hong Kong, Hong Kong SAR.
GEO (Geotechnical Engineering Office). (2007). “Frequency analysis of extreme rainfall values.”, Geotechnical Engineering Office, Dept. of Civil Engineering and Development, Hong Kong SAR.
GEO (Geotechnical Engineering Office). (2011). “Technical Guidelines on landscape treatment for slopes.”, Geotechnical Engineering Office, Dept. of Civil Engineering and Development, Hong Kong SAR.
Hau, B. C., and Corlett, R. T. (2003). “Factors affecting the early survival and growth of native tree seedlings planted on a degraded hillside grassland in Hong Kong, China.” Restor. Ecol., 11(4), 483–488.
Kamchoom, V., Leung, A. K., and Ng, C. W. W. (2014). “Effects of root geometry and transpiration on pull-out resistance.” Géotech. Lett., 4(4), 330–336.
Khalilnejad, A., Ali, F., Hashim, R., and Osman, N. (2013). “Finite-element simulation for contribution of matric suction and friction angle to stress distribution during pulling-out process.” Int. J. Geomech., 527–532.
Krisdani, H., Rahardjo, H., and Leong, E.-C. (2009). “Use of instantaneous profile and statistical methods to determine permeability functions of unsaturated soils.” Can. Geotech. J., 46(7), 869–874.
Leung, A. K., Garg, A., Coo, J. L., Ng, C. W. W., and Hau, B. C. H. (2015a). “Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity.” Hydrol. Processes, 29(15), 3342–3354.
Leung, A. K., Garg, A., and Ng, C. W. W. (2015b). “Effects of plant roots on soil-water retention and induced suction in vegetated soil.” Eng. Geol., 193, 183–197.
Leung, A. K., and Ng, C. W. W. (2016). “Field investigation of deformation mechanisms and stress mobilisation in a soil slope.” Landslides, 13(2), 229–240.
Lim, T. T., Rahardjo, H., Chang, M. F., and Fredlund, D. G. (1996). “Effect of rainfall on matric suctions in a residual soil slope.” Can. Geotech. J., 33(4), 618–628.
Melcher, P. J., et al. (2012). “Measurements of stem xylem hydraulic conductivity in the laboratory and field method.” Method Ecol. Evol., 3(4), 685–694.
Ng, C. W. W., Kamchoom, V., and Leung, A. K. (2016). “Centrifuge modelling of the effects of root geometries on the transpiration-induced suction and stability of vegetated slopes.” Landslides, 1–14.
Ng, C. W. W., and Leung, A. K. (2012). “Measurements of drying and wetting permeability functions using a new stress-controllable soil column.” J. Geotech. Geoenviron. Eng., 58–68.
Ng, C. W. W., Leung, A. K., Kamchoom, V., and Garg, A. (2014a). “A novel root system for simulating transpiration-induced soil suction in centrifuge.” Geotech. Test. J., 37(5), 1–15.
Ng, C. W. W., Leung, A. K., and Woon, K. X. (2014b). “Effect of soil density on grass-induced suction distributions in compacted soil subjected to rainfall.” Can. Geotech. J., 51(3), 311–321.
Ng, C. W. W., and Shi, Q. (1998). “A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage.” Comput. Geotech., 22(1), 1–28.
Ng, C. W. W., Woon, K. X., Leung, A. K., and Chu, L. M. (2013). “Experimental investigation of induced suction distributions in a grass-covered soil.” Ecol. Eng., 52, 219–223.
Ng, C. W. W., and Yu, R. (2014). “A novel technique to model water uptake by plants in geotechnical centrifuge.” Géotech. Lett., 4(4), 244–249.
Rahardjo, H., Li, X. W., Toll, D. G., and Leong, E. C. (2001). “The effect of antecedent rainfall on slope stability.” Geotech. Geol. Eng., 19(3), 371–399.
SEEP/W [Computer software]. GEO-SLOPE, Calgary, AB, Canada.
Sidle, R. C., Pearce, A. J., and O’Loughln, C. L. (1985). Hillslope stability and land use, American Geophysical Union, Washington, DC.
Simon, A., and Collison, A. (2002). “Quantifying the mechanical and hydrologic effects of riparian vegetation on streambank stability.” Earth Surf. Processes Landforms, 27(5), 527–546.
Sonnenberg, R., Bransby, M. F., Bengough, A. G., Hallett, P. D., and Davies, M. C. R. (2012). “Centrifuge modelling of soil slopes containing model plant roots.” Can. Geotech. J., 49(1), 1–17.
Sonnenberg, R., Bransby, M. F., Hallett, P. D., Bengough, A. G., Mickovski, S. B., and Davies, M. C. R. (2010). “Centrifuge modelling of soil slopes reinforced with vegetation.” Can. Geotech. J., 47(12), 1415–1430.
Steele, D., MacNeil, D., Barker, D., and McMahon, W. (2004). “The use of live willow poles for stabilising highway slopes.”, Transport Research Laboratory, Berks, U.K.
Tami, D., Rahardjo, H., and Leong, E. C. (2004). “Effects of hysteresis on steady-state infiltration in unsaturated slopes.” J. Geotech. Geoenviron. Eng., 956–967.
Taylor, R. N. (1995). Geotechnical centrifuge technology, Taylor and Francis, Oxfordshire, U.K.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Am. J., 44(5), 892–898.
Wheeler, S. J., Sharma, R. S., and Buisson, M. S. R. (2003). “Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils.” Géotechnique, 53(1), 41–54.
Wu, T., Kokesh, C., Trenner, B., and Fox, P. (2014). “Use of live poles for stabilization of a shallow slope failure.” J. Geotech. Geoenviron. Eng., 05014001.
Yang, C., Sheng, D., and Carter, J. P. (2012). “Effect of hydraulic hysteresis on seepage analysis for unsaturated soils.” Comput. Geotech., 41, 36–56.
Yin, J.-H. (2009). “Influence of relative compaction on the hydraulic conductivity of completely decomposed granite in Hong Kong.” Can. Geotech. J., 46(10), 1229–1235.
Zhang, M. (2006). “Centrifuge modelling of potentially liquefiable loose fill slopes with and without soil nails.” Ph.D. thesis, Hong Kong Univ. of Science and Technology, Hong Kong SAR.
Zhou, Z. B. R., Take, W. A., and Ng, C. W. W. (2006). “A case study in tensiometer interpretation: Centrifuge modelling of unsaturated slope behaviour.” Proc., 4th Int. Conf. on Unsaturated Soils 2006, G. A. Miller, C. E. Zapata, S. L. Houston, and D. G. Fredlund, eds., ASCE, Phoenix, 2300–2311.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 3March 2017

History

Received: Sep 20, 2015
Accepted: Jul 19, 2016
Published online: Sep 28, 2016
Discussion open until: Feb 28, 2017
Published in print: Mar 1, 2017

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Charles W. W. Ng
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Anthony K. Leung [email protected]
Lecturer in Civil Engineering, School of Science and Engineering, Univ. of Dundee, Fulton Bldg., Nethergate DD1 4HN, U.K. (corresponding author). E-mail: [email protected]
Ruiwang Yu
Former Research Student, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Viroon Kamchoom
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

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