Abstract
This study proposed a new soil nail known as the compaction-grouted soil nail, and a physical model was established to investigate its pull-out behaviour with different grouting pressures. The study on scale effect of the physical model was performed subsequently via numerical modelling. Additionally, interface shear tests were performed using the same boundary conditions as the physical model test. The strength parameters obtained were used to estimate the pull-out resistance of a conventional soil nail. The merits of these two soil nail types were compared based on their pull-out resistances. The physical model test results showed that the pull-out resistance of the compaction-grouted soil nail increases with increasing grouting pressure. In addition, the pull-out resistance exhibits hardening behaviour without a yield point, indicating that the compaction-grouted soil nail enables soils to remain stable against a relatively large deformation before ultimate failure. Furthermore, a higher grouting pressure results in a higher rate of increase for pull-out resistance versus pull-out displacement, which improves the performance of the compaction-grouted soil nail in the stabilization of large deformation problems. A comparison of the two types of soil nails suggests that the new compaction-grouted soil nail is more sensitive to grouting pressure than the conventional soil nail in terms of pull-out resistance improvement. In other words, the performance (pull-out resistance) of the compaction-grouted soil nail can be markedly improved by increasing the grouting pressure without inducing any accidental or undesired cracking or soil displacement.
Similar content being viewed by others
References
Ajalloeian R, Yu HS, Allman MA (1996) Physical and mechanical properties of Stockton Beach sand. In: Proceedings of the 7th Australia New Zealand conference on geomechanics: geomechanics in a changing world: conference proceedings, ACT: Institution of Engineers, Australia, pp 60–65
Bezuijen A, Tol AF (2012) Compensation grouting: mechanisms determining the shape of the grout body. In: Viggiani G (ed) Geotechnical aspects of underground construction in soft ground. Taylor and Francis Group, London, pp 861–868
Chu LM (2003) Study on the interface shear strength of soil nailing in completely decomposed granite (CDG) soil. M.Phil. thesis, The Hong Kong Polytechnic University, Hong Kong, China
Chu LM, Yin JH (2005) Comparison of interface shear strength of soil nails measured by both direct shear box tests and pull-out tests. J Geotech Geoenviron Eng ASCE 131(9):1097–1107
Gurpersaud N, Vanapalli SK, Sivathalayan S (2010) Influence of suction on the pull-out capacity of grouted soil nails. Proceedings of the 63rd Canadian geotechnical conference, Calgary, AB, pp 1748–1755
Gurpersaud N, Vanapalli SK, Sivathalayan S (2013) Semiempirical method for estimation of pullout capacity of grouted soil nails in saturated and unsaturated soil environments. J Geotech Geoenviron Eng ASCE 139(11):1934–1943
Hong YS, Wu CS, Yang SH (2003) Pull-out resistance of single and double nails in a model sandbox. Can Geotech J 40(5):1039–1047
Hong CY, Yin JH, Pei HF, Zhou WH (2013) Experimental study on the pullout resistance of pressure-grouted soil nails in the field. Can Geotech J 50(7):693–704
Hossain MA, Yin JH (2012) Influence of grouting pressure on the behavior of an unsaturated soil–cement interface. J Geotech Geoenviron Eng ASCE 138(2):193–202
Hossain MA, Yin JH (2014) Behavior of a pressure–grouted soil–cement interface in direct shear tests. Int J Geomech ASCE 14(1):101–109
Hossain MA, Yin JH (2015) Dilatancy and strength of an unsaturated soil-cement interface in direct shear tests. Int J Geomech ASCE 15(5):04014081
Junaideen SM, Tham LG, Law KT, Lee CF, Yue ZQ (2004) Laboratory study of soil–nail interaction in loose, completely decomposed granite. Can Geotech J 41(2):274–286
Li J, Tham LG, Junaideen SM, Yue ZQ, Lee CF (2007) Loose fill slope stabilization with soil nails: full-scale test. J Geotech Geoenviron Eng 134(3):277–288
Lin PY, Liu JY (2017) Analysis of resistance factors for LFRD of soil nail walls against external stability failures. Acta Geotech 12(1):157–169
Lin PY, Bathurst RJ, Javankhoshdel S, Liu JY (2017) Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails. Acta Geotech 12(1):171–182
Ng CWW, Zhou RZB (2005) Effects of soil suction on dilatancy of an unsaturated soil. In: Proceedings of the 16th international conference on soil mechanics and geotechnical engineering, Osaka, vol 2, pp 559–562
Powell GE, Watkins AT (1990) Improvement of marginally stable existing slopes by soil nailing in Hong Kong. In: Proceedings of the international reinforced soil conference, Glasgow, Scotland, pp 241–247
Pradhan B, Tham LG, Yue ZQ, Junaideen SM, Lee CF (2006) Soil–nail pullout interaction in loose fill materials. Int J Geomech ASCE 6(4):238–247
Schlosser F (1982) Behaviour and design of soil nailing. In: Proceedings on recent developments in ground improvement techniques, Bangkok, pp 399–413
Schlosser F, Guilloux A (1981) Le frottement dans les sols. Rev Francaise Géotech 16:65–77
Su LJ (2006) Laboratory pull-out testing on soil nails in compacted completely decomposed granite fill. Ph.D. thesis, The Hong Kong Polytechnic University, Hong Kong
Su LJ, Chan TCF, Yin JH, Shiu YK, Chiu SL (2008) Influence of overburden pressure on soil nail pull-out resistance in a compacted fill. J Geotech Geoenviron Eng ASCE 134(9):1339–1347
Su LJ, Yin JH, Zhou WH (2010) Influences of overburden pressure and soil dilation on soil nail pull-out resistance. Comput Geotech 37(4):555–564
Vanapalli SK, Fredlund DG (2000) Comparison of different procedures to predict the unsaturated soil shear strength of unsaturated soils. Geo-Denver 2000, vol 99. ASCE, Reston, pp 195–209
Vanapalli SK, Fredlund DG, Pufahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33(3):379–392
Wang SY, Chan DH, Lam KC, Au SKA (2010) Effect of lateral earth pressure coefficient on pressure controlled compaction grouting in triaxial condition. Soils Found 50(3):441–445
Wang SY, Chan DH, Lam KC, Au SKA (2013) A new laboratory apparatus for studying dynamic compaction grouting into granular soils. Soils Found 55(3):462–468
Wang Q, Wang S, Sloan SW, Sheng D, Pakzad R (2016) Experimental investigation of pressure grouting in sand. Soils Found 56(2):161–173
Wang SY, Wang Q, Ye XY, Sloan SW, Sheng DC (2016) experimental study on an ideal compaction grouting into sand. In: 4th GeoChina international conference, sustainable civil infrastructures, July 25–27, 2016, Shandong, China
Wang Q, Ye XY, Wang SY, Sloan SW, Sheng DC (2016) Effect of degree of saturation on the grout-soil interface shear strength of soil nailing. In: 3rd European conference on unsaturated soils, 12–14 Sept, 2016, Paris, France
Wang Q, Ye XY, Wang SY, Sloan SW, Sheng DC (2017) Development of a model test system for studying the behaviour of a compaction grouted soil nail under unsaturated conditions. Geotech Test J 40(5):20160229
Wang Q, Ye XY, Wang SY, Sloan SW, Sheng DC (2017) Use of photo-based 3D photogrammetry in analysing the results of laboratory pressure grouting tests. Acta Geotech. https://doi.org/10.1007/s11440-017-0597-2
Wu JY, Zhang ZM (2009) Evaluations of pull-out resistance of grouted soil nails. In: GeoHunan international conference, China, pp 108–114
Ye XY, Wang SY, Wang Q, Sloan SW, Sheng DC (2017) Numerical and experimental studies of the mechanical behaviour for compaction grouted soil nails in sandy soil. Comput Geotech 90:202–214
Yin JH, Zhou WH (2009) Influence of grouting pressure and overburden stress on the interface resistance of a soil nail. J Geotech Geoenviron Eng ASCE 135(9):1198–1208
Yin JH, Su LJ, Cheung RWM, Shiu YK, Tang C (2008) The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill. Geotechnique 59(2):103–113
Zhang LL, Zhang LM, Tang WH (2009) Uncertainties of field pull-out resistance of soil nails. J Geotech Geoenviron Eng ASCE 135(7):966–972
Zhou WH (2008) Experimental and theoretical study on pull-out resistance of grouted soil nails. Ph.D. thesis, The Hong Kong Polytechnic University, Hong Kong
Zhou WH, Yin JH, Hong CY (2011) Finite element modelling of pullout testing on a soil nail in a pull-out box under different overburden and grouting pressures. Can Geotech J 48(4):557–567
Acknowledgements
The work described in this paper was partially supported by ARC Future Fellowship Grant FT140100019 and ARC Discovery Project Grant DP140100509. The authors are grateful for this financial support.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Ye, X., Wang, Q., Wang, S. et al. Performance of a compaction-grouted soil nail in laboratory tests. Acta Geotech. 14, 1049–1063 (2019). https://doi.org/10.1007/s11440-018-0693-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11440-018-0693-y