Suction stress effects on stress-dependent resilient modulus of subgrade soils

References

• Al Aqtash, U., & Bandinim, P. (2015). Prediction of unsaturated shear strength of an adobe soil from the soil-water characteristic curve. Construction and Building Materials, 98(15), 892–899. https://doi.org/10.1016/j.conbuildmat.2015.07.188
   Google Scholar
• Atkinson, J. H. (2000). Non-linear soil stiffness in routine design. Géotechnique, 50(5), 487–507. https://doi.org/10.1680/geot.2000.50.5.487
   Web of Science ®Google Scholar
• Azam, A. M., Cameron, D. A., & Rahman, M. M. (2013). Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials. Canadian Geotechnical Journal, 50(11), 1143–1158. https://doi.org/10.1139/cgj-2012-0406
   Web of Science ®Google Scholar
• Bishop, A. W. (1959). The principle of effective stress. Teknisk Ukeblad, 106(39), 859–863.
   Google Scholar
• Blackmore, L., Clayton, C. R., Powrie, W., Priest, J. A., & Otter, L. (2020). Saturation and its effect on the resilient modulus of a pavement formation material. Géotechnique, 70(4), 292–302. https://doi.org/10.1680/jgeot.18.P.053
   Web of Science ®Google Scholar
• Caicedo, B., Coronado, O., Fleureau, J. M., & Correia, A. G. (2009). Resilient behaviour of non-standard unbound granular materials. Road Materials and Pavement Design, 10(2), 287–312. https://doi.org/10.1080/14680629.2009.9690196
   Web of Science ®Google Scholar
• Cary, C. E., & Zapata, C. E. (2011). Resilient modulus for unsaturated unbound materials. Road Materials and Pavement Design, 12(3), 615–638. https://doi.org/10.1080/14680629.2011.9695263
   Web of Science ®Google Scholar
• Ceratti, J. A., Gehling, W. Y. Y., & Núñez, W. P. (2004). Seasonal variations of a subgrade soil resilient modulus in southern Brazil. Journal of the Transportation Research Board, 1874(1), 165–173. https://doi.org/10.3141/1874-18
   Google Scholar
• Chae, J., Kim, B., Park, S. W., & Kato, S. (2010). Effect of suction on unconfined compressive strength in partly saturated soils. KSCE Journal of Civil Engineering, 14(3), 281–290. https://doi.org/10.1007/s12205-010-0281-7
   Web of Science ®Google Scholar
• Coronado, O., Caicedo, B., Taibi, S., Correia, A. G., Souli, H., & Fleureau, J. M. (2016). Effect of water content on the resilient behavior of non-standard unbound granular materials. Transportation Geotechnics, 7, 29–39. https://doi.org/10.1016/j.trgeo.2016.04.004
   Web of Science ®Google Scholar
• Edil, T. B., & Motan, S. E. (1979). Soil-water potential and resilient behavior of subgrade soils. Transportation Research Record: Transportation Research Board, 705, 54–63.
   Google Scholar
• Ekblad, J., & Isacsson, U. (2006). Influence of water on resilient properties of coarse granular materials. Road Materials and Pavement Design, 7(3), 369–404. https://doi.org/10.1080/14680629.2006.9690043
   Web of Science ®Google Scholar
• Fredlund, D. G. (2016). State variables in saturated-unsaturated soil mechanics. Soils and Rocks, 39(1), 3–18. https://doi.org/10.28927/SR.391003
   Google Scholar
• Fredlund, D. G., & Morgenstern, N. R. (1977). The stress state variables for unsaturated soils. Journal of the Geotechnical Engineering Division, 103(5), 447–466. https://doi.org/10.1061/AJGEB6.0000423
   Google Scholar
• Fredlund, D. G., Morgenstern, N. R., & Widger, R. A. (1978). The shear strength of unsaturated soils. Canadian Geotechnical Journal, 15(3), 313–321. https://doi.org/10.1139/t78-029
   Web of Science ®Google Scholar
• Fredlund, D. G., & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 521–532. https://doi.org/10.1139/t94-061
   Web of Science ®Google Scholar
• Gao, Y., Sun, D. A., Zhou, A., & Li, J. (2020). Predicting shear strength of unsaturated soils over wide suction range. International Journal of Geomechanics, 20(2), 04019175. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001555
   Web of Science ®Google Scholar
• Gupta, S., Ranaivoson, A., Edil, T., Benson, C., & Sawangsuriya, A. (2007). Pavement design using unsaturated soil technology (Report No. Mn/DOT 2007-11). Minnesota Department of Transportation.
   Google Scholar
• Han, Z., & Vanapalli, S. K. (2016a). Relationship between resilient modulus and suction for compacted subgrade soils. Engineering Geology, 211, 85–97. https://doi.org/10.1016/j.enggeo.2016.06.020
   Web of Science ®Google Scholar
• Han, Z., & Vanapalli, S. K. (2016b). State-of-the-Art: Prediction of resilient modulus of unsaturated subgrade soils. International Journal of Geomechanics, 16(4), 777–780. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000631
   Web of Science ®Google Scholar
• Hoyos, L. R., Suescun-Florez, E. A., & Puppala, A. J. (2015). Stiffness of intermediate unsaturated soil from simultaneous suction-controlled resonant column and bender element testing. Engineering Geology, 88(7), 10–28. https://doi.org/10.1016/j.enggeo.2015.01.014
   Google Scholar
• Jennings, J. E., & Burland, J. B. (1962). Limitations to the use of effective stresses in partly saturated soils. Géotechnique, 12(2), 125–144. https://doi.org/10.1680/geot.1962.12.2.125
   Google Scholar
• Karube, D. (1988). New concept of effective stress in unsaturated soil and its proving test. Advanced Triaxial Testing of Soil and Rocks, ASTM-STP 977, 539–552. https://doi.org/10.1520/STP29097S
   Google Scholar
• Karube, D., & Kato, S. (1989). Yield function of unsaturated soil. In Publications Committee of XII ICSMFE (Eds.), Proceedings of 12th international conference on soil mechanics and foundation engineering (pp. 615–618). A.A.Balkema.
   Google Scholar
• Karube, D., & Kato, S. (1994). An ideal unsaturated soil and the Bishop’s soil. In Proceedings of 13th international conference on conference on soil mechanics and foundations engineering (pp. 43–46). IBH.
   Google Scholar
• Karube, D., Kato, S., Hamada, K., & Honda, M. (1996). The relationship between the mechanical behavior and the state of pore-water in unsaturated soil. Doboku Gakkai Ronbunshu, 535, 83–92. https://doi.org/10.2208/jscej.1996.535_83. (In Japanese).
   Google Scholar
• Karube, D., Kato, S., & Katsuyama, J. (1986). Effective stress and soil constants of unsaturated kaolin. Doboku Gakkai Ronbunshu, 370(5), 179–188. https://doi.org/10.2208/jscej.1986.370_179. (In Japanese).
   Google Scholar
• Karube, D., & Kawai, K. (2001). The role of pore water in the mechanical behavior of unsaturated soils. Geotechnical and Geological Engineering, 19, 211–241. https://doi.org/10.1023/A:1013188200053
   Google Scholar
• Kato, S., Yoshimura, Y., Kawai, K., & Sunden, W. (2001). Effects of suction on strength characteristics of unconfined compression test for a compacted silty clay. Doboku Gakkai Ronbunshu, 687, 213–218. https://doi.org/10.2208/jscej.2001.687_201. (In Japanese).
   Google Scholar
• Kawai, K., Karube, D., & Kato, S. (2000). Triaxial compression tests on unsaturated soils under undrained condition. Proceedings of ISRM International Symposium. OnePetro.
   Google Scholar
• Khalili, N., Romero, E., & Marinho, F. A. M. (2022). State of the art report. advances in unsaturated soil mechanics: constitutive modelling, experimental investigation, and field instrumentation. Proceedings of 20th international conference on soil mechanics and geotechnical engineering—state of the Art and invited lectures—Rahman and Jaksa, Sydney, Australia, 1–5.
   Google Scholar
• Khoury, C. N., Khoury, N. N., & Miller, G. A. (2011). Effect of cyclic suction history (hydraulic hysteresis) on resilient modulus of unsaturated fine-grained soil. Journal of the Transportation Research Board, 2232, 68–75. https://doi.org/10.3141/2232-07
   Google Scholar
• Khoury, N., Brooks, R., Boeni, S. Y., & Yada, D. (2013). Variation of resilient modulus, strength, and modulus of elasticity of stabilized soils with postcompaction moisture contents. Journal of Materials in Civil Engineering, 25(2), 160–166. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000574
   Web of Science ®Google Scholar
• Kim, B. S., Kato, S., & Park, S. W. (2019). Experimental approach to estimate strength for compacted geomaterials at low confining pressure. Geomechanics and Engineering, 18(5), 459–469. https://doi.org/10.12989/gae.2019.18.5.459
   Web of Science ®Google Scholar
• Kim, B. S., Park, S. W., Lohani, T. N., & Kato, S. (2022). Characterizing suction stress and shear strength for unsaturated geomaterials under various confining pressure conditions. Transportation Geotechnics, 34, 100747. https://doi.org/10.1016/j.trgeo.2022
   Web of Science ®Google Scholar
• Kim, B. S., Park, S. W., Takeshita, Y., & Kato, S. (2016). Effect of suction stress on the critical state of compacted silty soils under low confining pressure. International Journal of Geomechanics, 16(6), D4016010-1-11. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000665
   Web of Science ®Google Scholar
• Kim, B. S., Shibuya, S., Park, S. W., & Kato, S. (2010). Application of suction stress for estimating unsaturated shear strength of soils using direct shear testing under low confining pressure. Canadian Geotechnical Journal, 47(9), 955–970. https://doi.org/10.1139/T10-007
   Web of Science ®Google Scholar
• Kim, B. S., Shibuya, S., Park, S. W., & Kato, S. (2013). Suction stress and its application on unsaturated direct shear test under constant volume condition. Engineering Geology, 155, 10–18. https://doi.org/10.1016/j.enggeo.2012.12.020
   Web of Science ®Google Scholar
• Lade, P. V., & Nelson, R. D. (1987). Modelling the elastic behavior of granular materials. International Journal of Numerical and Analytical Methods in Geomechanics, 11(5), 521–542. https://doi.org/10.1002/nag.1610110507
   Web of Science ®Google Scholar
• Leong, E. C. (2016). Stress state variables for unsaturated soils-consensus and controversy. Indian Geotechnical Conference.
   Google Scholar
• Li, J., & Qubain, B. S. (2003). Resilient modulus variations with water content. Proceedings of the symposium on resilient modulus testing for pavement components (pp. 59–69). ASTM International.
   Google Scholar
• Liang, R. Y., Rabab’ah, S., & Khasawneh, M. (2008). Predicting moisture-dependent resilient modulus of cohesive soils using soil suction concept. Journal of Transportation Engineering, 134(1), 34–40. https://doi.org/10.1061/(ASCE)0733-947X(2008)134:1(34)
   Web of Science ®Google Scholar
• Lim, S. M., Indraratna, B., Heitor, A., Yao, K., Jin, D., Albadri, W. M., & Liu, X. (2022). Influence of matric suction on resilient modulus and CBR of compacted Ballina clay. Construction and Building Materials, 359, 129482. https://doi.org/10.1016/j.conbuildmat.2022.129482
   Web of Science ®Google Scholar
• Ng, C. W. W., & Shi, Q. (1998). A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and Geotechnics, 22(1), 1–28. https://doi.org/10.1016/S0266-352X(97)00036-0
   Web of Science ®Google Scholar
• Ng, C. W. W., Zhou, C., Yuan, Q., & Xu, J. (2013). Resilient modulus of unsaturated subgrade soil: experimental and theoretical investigations. Canadian Geotechnical Journal, 50(2), 223–232. https://doi.org/10.1139/cgj-2012-0052
   Web of Science ®Google Scholar
• Oh, J. H., Fernando, E. G., Holzschuher, C., & Horhota, D. (2012). Comparison of resilient modulus values for Florida flexible mechanistic-empirical pavement design. International Journal of Pavement Engineering, 13(5), 472–484. https://doi.org/10.1080/10298436.2011.633170
   Web of Science ®Google Scholar
• Oh, W. T., & Vanapalli, S. K. (2013). Interpretation of the bearing capacity of unsaturated fine-grained soil using the modified effective and the modified total stress approaches. International Journal of Geomechanics, 13(6), 769–778. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000263
   Web of Science ®Google Scholar
• Pande, G. N., & Pietruszczak, S. (2015). On unsaturated soil mechanics-personal views on current research. Studia Geotechnica et Mechanica, 37(3), 73–84. https://doi.org/10.1515/sgem-2015-0035
   Google Scholar
• Park, S. W., & Lytton, R. L. (2004). The effect of stress-dependent modulus and Poisson’s ratio on structural responses in thin asphalt pavements. Journal of Transportation Engineering, 130(3), 387–394. https://doi.org/10.1061/(ASCE)0733-947X(2004)130:3(387)
   Web of Science ®Google Scholar
• Parreira, A. B., & Goncalves, R. F. (2000). The influence of moisture content and soil suction on the resilient modulus of a lateritic subgrade soil. Proceedings of ISRM International Symposium. OnePetro.
   Google Scholar
• Ping, W. V., Yang, Z., & Ho, R. K. H. (2003). Full-scale laboratory evaluation of moisture effect on resilient moduli of granular pavement subgrade layers. Road Materials and Pavement Design, 4(3), 309–330. https://doi.org/10.1080/14680629.2003.9689951
   Google Scholar
• Rahardjo, H., Kim, Y., & Satyanaga, A. (2019). Role of unsaturated soil mechanics in geotechnical engineering. International Journal of Geo-Engineering, 10(1), 1–23. https://doi.org/10.1186/s40703-019-0104-8
   Web of Science ®Google Scholar
• Sahin, H., Gu, F., Tong, Y., & Lytton, R. L. (2013). Unsaturated soil mechanics in the design and performance of pavements. In H. Sahin, F. Gu, Y. Tong, & R. Luo (Eds.), Advances in unsaturated soils. CRC Press.
   Google Scholar
• Salour, F., & Erlingsson, S. (2015). Resilient modulus modelling of unsaturated subgrade soils: laboratory investigation of silty sand subgrade. Road Materials and Pavement Design, 16(3), 553–568. https://doi.org/10.1080/14680629.2015.1021107
   Web of Science ®Google Scholar
• Salour, F., Erlingsson, S., & Zapata, C. E. (2014). Modelling resilient modulus seasonal variation of silty sand subgrade soils with matric suction control. Canadian Geotechnical Journal, 51(12), 1413–1422. https://doi.org/10.1139/cgj-2013-0484
   Web of Science ®Google Scholar
• Sawangsuriya, A., Edil, T. B., & Bosscher, P. J. (2009). Modulus-suction-moisture relationship for compacted soils in postcompaction state. Journal of Geotechnical and Geoenvironmental Engineering, 135(10), 1390–1403. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000108
   Web of Science ®Google Scholar
• Smith, W. S., & Nair, K. (1973). Development of procedures for characterization of untreated granular base coarse and asphalt-treated base course materials, FHWA.
   Google Scholar
• Su, Y., Cui, Y. J., Dupla, J. C., & Canou, J. (2022). Modeling the suction- and deviator stress-dependent resilient modulus of unsaturated fine/coarse soil mixture by considering soil-water retention curve. Acta Geotechnica, 17, 3747–3763. https://doi.org/10.1007/s11440-022-01452-5
   Web of Science ®Google Scholar
• Uzan, J. (1992). Resilient characterization of pavement materials. International Journal of Numerical and Analytical Methods in Geomechanics, 16(6), 435–459. https://doi.org/10.1002/nag.1610160605
   Web of Science ®Google Scholar
• Witczak, M. W., Andrei, D., & Houston, W. N. (2000). Resilient modulus as function of soil moisture–summary of predictive models, NCHRP.
   Google Scholar
• Yau, A., & Von Quintus, H. L. (2002). Study of LTPP laboratory resilient modulus test data and response characteristics (Report No. FHWA-RD-02-051). FHWA.
   Google Scholar
• Zhai, Q., & Rahardjo, H. (2012). Determination of soil-water characteristic curve variables. Computers and Geotechnics, 42, 37–43. https://doi.org/10.1016/j.compgeo.2011.11.010
   Web of Science ®Google Scholar
• Zhang, J., Pen, J., Zheng, J., & Yao, Y. (2020). Characterisation of stress and moisture-dependent resilient behaviour for compacted for compacted clays in South China. Road Materials and Pavement Design, 21(1), 262–275. https://doi.org/10.1080/14680629.2018.1481138
   Web of Science ®Google Scholar
• Zhang, Y. Z., Wang, T. L., Kou, X. K., Feng, Z. X., & Liu, W. L. (2021). Liquid water-vapour migration tracing and characteristics of unsaturated coarse-grained soil in high-speed railway subjected to freezing and different load types. Construction and Building Materials, 283, 122747. https://doi.org/10.1016/j.conbuildmat.2021.122747
   Web of Science ®Google Scholar