Bond–Slip Behavior of Concrete Pile–Cemented Soil Interface Considering Thermal–Temporal Effect: Experimental Study and Constitutive Modeling Based on Disturbed State Concept
Publication: International Journal of Geomechanics
Volume 24, Issue 10
Abstract
The bond–slip behavior of concrete pile–cemented soil interface is crucial for load transfer analysis of stiffened deep cement mixing piles, which is greatly influenced by ground temperature and age during long-term curing. However, the thermal–temporal effect on the frictional characteristics of this interface remains unclear. In this paper, an element-scale specimen of concrete pile–cemented soil interface was first designed. Then interfacial shear tests were performed on batches of samples subjected to varied curing temperatures (T) and ages (t) to obtain interfacial bond–slip (τ‒s) curves. The test results showed that the interfacial peak shear strength (τu) increased with the growth of T and t. Based on the experimental observations, a strength development model for τu considering the thermal effect was established. Subsequently, a disturbed state concept (DSC)-based constitutive model incorporating the thermal–temporal effect was proposed for the investigated interface. Both prepeak and postpeak stages of the τ‒s curves can be effectively described by the developed DSC model, exhibiting robust performance in fitting and predicting experimental results. Finally, the DSC model was cross-validated by the interfacial τ‒s data sets collected from reported experimental publications. Across all data sets, the coefficient of determination (R2) exceeded 0.9, and the mean absolute percentage error of τu remained below 10% when comparing predictions with measurements, which strongly highlights the generalization capability of the DSC model.
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Data Availability Statement
All data, models, and codes generated or used during the study appear in the published article.
Acknowledgments
This research is funded by the National Natural Science Foundation of China (Grant Nos. 51978254 and 52278349). The financial support is gratefully acknowledged.
References
Abyaneh, M. J., and V. Toufigh. 2018. “Softening behavior and volumetric deformation of rocks.” Int. J. Geomech. 18 (8): 04018084. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001200.
Akhaveissy, A. H., and C. S. Desai. 2012. “Application of the DSC model for nonlinear analysis of reinforced concrete frames.” Finite Elem. Anal. Des. 50: 98–107. https://doi.org/10.1016/j.finel.2011.09.00.
ASTM 2017. Standard test methods for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.
ASTM 2012. Standard test method for direct shear test for soils under consolidated drained conditions. ASTM D3080/D3080M-11. West Conshohocken, PA: ASTM.
Baghini, E. G., M. M. Toufigh, and V. Toufigh. 2018. “Analysis of pile foundations using natural element method with disturbed state concept.” Comput. Geotech 96: 178–188. https://doi.org/10.1016/j.compgeo.2017.11.005.
Bao, H., J. Peng, Z. Cheng, J. Hong, and Y. Gao. 2023. “Experimental study on inner interface mechanical properties of the ESDCM pile with steel core.” Buildings 13 (2): 486. https://doi.org/10.3390/buildings13020486.
Bimaganbetova, M., D. Zhang, J. Kim, C.-S. Shon, and D. Lee. 2022. “Structural responses of energy storage pile foundations under thermal-mechanical loadings.” J. Build. Eng. 45: 103539. https://doi.org/10.1016/j.jobe.2021.103539.
Cai, H., C. Chen, S. Wei, and S. Zhu. 2023. “Strength development of cemented soil cured in water-air conditions at varied temperatures: Experimental investigation and model characterization.” J. Mater. Civ. Eng. 35 (3): 04022466. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004631.
Cao, R. H., P. Cao, H. Lin, G. W. Ma, C. Y. Zhang, and C. Jiang. 2018. “Failure characteristics of jointed rock-like material containing multi-joints under a compressive-shear test: Experimental and numerical analyses.” Arch. Civ. Mech. Eng. 18 (3): 784–798. https://doi.org/10.1016/j.acme.2017.12.003.
Chang, H., Q. Wu, and W. Zhu. 2023. “Model test on thermo-mechanical properties of static drill rooted energy pile under long-term temperature cycles.” J. Build. Eng. 78: 107661. https://doi.org/10.1016/j.jobe.2023.107661.
Chen, C., G. Zhang, J. G. Zornberg, A. M. Morsy, and J. Huang. 2020. “Interface bond behavior of tensioned glass fiber-reinforced polymer (GFRP) tendons embedded in cemented soils.” Constr. Build. Mater. 263: 120132. https://doi.org/10.1016/j.conbuildmat.2020.120132.
Chen, C., G. Zhang, J. G. Zornberg, A. M. Morsy, S. Zhu, and H. Zhao. 2018. “Interface behavior of tensioned bars embedded in cement–soil mixtures.” Constr. Build. Mater. 186: 840–853. https://doi.org/10.1016/j.conbuildmat.2018.07.211.
Chen, C., S. Zhu, G. Zhang, A. M. Morsy, J. G. Zornberg, and J. Huang. 2022a. “Interface creep behavior of tensioned GFRP tendons embedded in cemented soils.” Geosynth. Int. 29 (3): 241–253. https://doi.org/10.1680/jgein.21.00008.
Chen, L., J. Dai, Q. Jin, L. Chen, and X. Liu. 2015. “Refining bond–slip constitutive relationship between checkered steel tube and concrete.” Constr. Build. Mater. 79: 153–164. https://doi.org/10.1016/j.conbuildmat.2014.12.058.
Chen, Z., Q. Zhang, Y. Xing, S. Wang, Y. Zhao, and W. Cui. 2022b. “Analysis of the response of a single pile using the disturbance state concept theory.” Int. J. Geomech. 22 (10): 04022180. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002510.
Chompoorat, T., T. Thepumong, A. Khamplod, and S. Likitlersuang. 2022. “Improving mechanical properties and shrinkage cracking characteristics of soft clay in deep soil mixing.” Constr. Build. Mater. 316: 125858. https://doi.org/10.1016/j.conbuildmat.2021.125858.
Clare, K. E., and A. E. Pollard. 1954. “The effect of curing temperature on the compressive strength of soil–cement mixtures.” Géotechnique 4 (3): 97–106. https://doi.org/10.1680/geot.1954.4.3.97.
Desai, C. S. 2015. “Constitutive modeling of materials and contacts using the disturbed state concept: Part 1—Background and analysis.” Comput. Struct. 146: 214–233. https://doi.org/10.1016/j.compstruc.2014.07.018.
Desai, C. S. 2000. Mechanics of materials and interfaces: The disturbed state concept. Boca Raton, FL: CRC Press.
Desai, C. S., and K. L. Fishman. 1991. “Plasticity-based constitutive model with associated testing for joints.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 28 (1): 15–26. https://doi.org/10.1016/0148-9062(91)93229-Y.
Desai, C. S., and Y. Ma. 1992. “Modelling of joints and interfaces using the disturbed-state concept.” Int. J. Numer. Anal. Methods Geomech. 16 (9): 623–653. https://doi.org/10.1002/nag.1610160903.
Desai, C. S., S. K. Pradhan, and D. Cohen. 2005. “Cyclic testing and constitutive modeling of saturated sand–concrete interfaces using the disturbed state concept.” Int. J. Geomech. 5 (4): 286–294. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:4(286).
Desai, C. S., S. Sane, and J. Jenson. 2011. “Constitutive modeling including creep- and rate-dependent behavior and testing of glacial tills for prediction of motion of glaciers.” Int. J. Geomech. 11 (6): 465–476. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000091.
Desai, C. S., and R. Whitenack. 2001. “Review of models and the disturbed state concept for thermomechanical analysis in electronic packaging.” J. Electron. Packag. 123 (1): 19–33. https://doi.org/10.1115/1.1324675.
Dong, P., R. Qin, and Z. Chen. 2004. “Bearing capacity and settlement of concrete-cored DCM pile in soft ground.” Geotech. Geol. Eng. 22 (1): 105–119. https://doi.org/10.1023/B:GEGE.0000013994.73567.cc.
Dong, X., Z. Ma, Y. Xie, L. Fang, and Y. Wan. 2023. “Bond–slip model of anchor–soil interface and analysis of bearing capacity of anchor in frozen soil.” Cold Reg. Sci. Technol. 213: 103900. https://doi.org/10.1016/j.coldregions.2023.103900.
Flessati, L., G. D. Vecchia, and G. Musso. 2023. “Effects of curing on the hydro-mechanical behaviour of cement–bentonite mixtures for cut-off walls.” Constr. Build. Mater. 383: 131392. https://doi.org/10.1016/j.conbuildmat.2023.131392.
Frantziskonis, G., and C. S. Desai. 1987. “Elastoplastic model with damage for strain softening geomaterials.” Acta Mech. 68 (3–4): 151–170. https://doi.org/10.1007/BF01190880.
Horpibulsuk, S., T. S. Nagaraj, and N. Miura. 2003. “Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis.” Géotechnique 53 (4): 439–444. https://doi.org/10.1680/geot.2003.53.4.439.
Hossain, M. A., and J.-H. Yin. 2015. “Dilatancy and strength of an unsaturated soil–cement interface in direct shear tests.” Int. J. Geomech. 15 (5): 04014081. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000428.
Hu, Q., and S. Feng. 2003. “A daily soil temperature dataset and soil temperature climatology of the contiguous United States.” J. Appl. Meteorol. 42: 1139–1156. https://doi.org/10.1175/1520-0450(2003)042%26lt;1139:ADSTDA%3E2.0.CO;2.
Huang, M., S. Jiang, C. Xu, and D. Xu. 2020a. “A new theoretical settlement model for large step-tapered hollow piles based on disturbed state concept theory.” Comput. Geotech. 124: 103626. https://doi.org/10.1016/j.compgeo.2020.103626.
Huang, M., J. W. Zhan, C. S. Xu, and S. Jiang. 2020b. “New creep constitutive model for soft rocks and its application in the prediction of time-dependent deformation in tunnels.” Int. J. Geomech. 20 (7): 04020096. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001663.
Jamsawang, P., D. T. Bergado, A. Bandari, and P. Voottipruex. 2008. “Investigation and simulation of behavior of stiffened deep cement mixing (SDCM) piles.” Int. J. Geotech. Eng. 2 (3): 229–246. https://doi.org/10.3328/IJGE.2008.02.03.229-246.
Jiang, S., M. Huang, A. Deng, and D. Xu. 2021. “Theoretical solution for long-term settlement of a large step-tapered hollow pile in karst topography.” Int. J. Geomech. 21 (8): 04021148. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002062.
Kim, D., S. Jeong, and J. Park. 2020. “Analysis on shaft resistance of the steel pipe prebored and precast piles based on field load-transfer curves and finite element method.” Soils Found. 60 (2): 478–495. https://doi.org/10.1016/j.sandf.2020.03.011.
Kwak, C., J. Park, D. Jang, and I. Park. 2017. “Dynamic shear degradation of geosynthetic–soil interface in waste landfill sites.” Appl. Sci. 7 (12): 1225. https://doi.org/10.3390/app7121225.
Kwak, C. W., I. J. Park, and J. B. Park. 2013. “Evaluation of disturbance function for geosynthetic–soil interface considering chemical reactions based on cyclic direct shear tests.” Soils Found. 53 (5): 720–734. https://doi.org/10.1016/j.sandf.2013.08.010.
Li, Y., L. Sun, X. Li, and M. Huang. 2021. “Experimental study on the shear mechanical properties of the cemented soil–concrete interface.” Eur. J. Environ. Civ. Eng. 26 (10): 4725–4739. https://doi.org/10.1080/19648189.2020.1867899.
Lin, K. Q., and I. H. Wong. 1999. “Use of deep cement mixing to reduce settlements at bridge approaches.” J. Geotech. Geoenviron. Eng. 125 (4): 309–320. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(309).
Liu, D., M. He, and M. Cai. 2017. “A damage model for modeling the complete stress–strain relations of brittle rocks under uniaxial compression.” Int. J. Damage Mech. 27 (7): 1000–1019. https://doi.org/10.1177/1056789517720804.
Liu, M. D., J. P. Carter, and C. S. Desai. 2003. “Modeling compression behavior of structured geomaterials.” Int. J. Geomech. 3 (2): 191–204. https://doi.org/10.1061/(ASCE)1532-3641(2003)3:2(191).
Liu, M. D., J. P. Carter, C. S. Desai, and K. J. Xu. 2000. “Analysis of the compression of structured soils using the disturbed state concept.” Int. J. Numer. Anal. Methods Geomech. 24 (8): 723–735. https://doi.org/10.1002/1096-9853(200007)24:8%26lt;723::AID-NAG92%3E3.0.CO;2-V.
Lorenzo, G. A., and D. T. Bergado. 2004. “Fundamental parameters of cement-admixed clay-new approach.” J. Geotech. Geoenviron. Eng. 130 (10): 1042–1050. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:10(1042).
Mao, W.-H., J.-P. Liu, Y. Ding, and Y. F. Chen. 2021. “Bond–slip constitutive model and numerical analysis for rebar embedded in steel-polyethylene hybrid fiber-reinforced cementitious composites.” Constr. Build. Mater. 308: 125092. https://doi.org/10.1016/j.conbuildmat.2021.125092.
Milligan, G. W. E., and K. Tei. 1998. “The pull-out resistance of model soil nails.” Soils Found. 38 (2): 179–190. https://doi.org/10.3208/sandf.38.2_179.
Moayed, R. Z., M. Hosseinali, S. M. Shirkhorshidi, and J. Sheibani. 2019. “Experimental investigation and constitutive modeling of grout–sand interface.” Int. J. Geomech. 19 (5): 04019024. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001384.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2011. Specification for mix proportion design of cement soil. JGJ/T 233-2011. Beijing: China Architecture and Building Press.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2019. Standard for geotechnical testing method. GB/T 50123-2019. Beijing: China Planning Press.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2014. Technical specification for strength composite piles. JGJ/T 327-2014. Beijing: China Architecture and Building Press.
Omura, T., M. Murata, and N. Hirai. 1981. “Site measurement of hydration-generated temperature in ground improved by deep mixing method and effect of curing temperature on improved soil.” In Proc., 36th Annual Conf. of Japan Society of Civil Engineering, 732–733. Tokyo, Japan: Japan Society of Civil Engineers.
Peng, T., L. Li, and D. Zhang. 2017. “Experimental research on interfacial performance between cement treated soil and concrete.” Modern Transp. Technol. 14 (3): 19–23.
Popiel, C. O., J. Wojtkowiak, and B. Biernacka. 2001. “Measurements of temperature distribution in ground.” Exp. Therm. Fluid Sci. 25 (5): 301–309. https://doi.org/10.1016/S0894-1777(01)00078-4.
Pradhan, S. K., and C. S. Desai. 2006. “DSC model for soil and interface including liquefaction and prediction of centrifuge test.” J. Geotech. Geoenviron. Eng. 132 (2): 214–222. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(214).
Raongjant, W., and M. Jing. 2013. “Field testing of stiffened deep cement mixing piles under lateral cyclic loading.” Earthquake Eng. Eng. Vibr. 12 (2): 261–265. https://doi.org/10.1007/s11803-013-0169-x.
Samieh, A. M., and R. C. Wong. 1998. “Modelling the responses of Athabasca oil sand in triaxial compression tests at low pressure.” Can. Geotech. J. 35 (2): 395–406. https://doi.org/10.1139/cgj-35-2-395.
Seo, M. W., I. J. Park, and J. B. Park. 2004. “Development of displacement-softening model for interface shear behavior between geosynthetics.” Soils Found. 44 (6): 27–38. https://doi.org/10.3208/sandf.44.6_27.
Seol, H., S. Jeong, and S. Cho. 2009. “Analytical method for load-transfer characteristics of rock-socketed drilled shafts.” J. Geotech. Geoenviron. Eng. 135 (6): 778–789. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:6(778).
Su, Y., B. Luo, Z. Luo, F. Xu, H. Huang, Z. Long, and C. Shen. 2023. “Mechanical characteristics and solidification mechanism of slag/fly ash-based geopolymer and cement solidified organic clay: A comparative study.” J. Build. Eng. 71: 106459. https://doi.org/10.1016/j.jobe.2023.106459.
Tan, T. S., Y. T. Lu, K. K. Phoon, and M. Karthikeyan. 2011 “Innovative approaches to land reclamation in Singapore.” In Proc., Advances in Ground Technology and Geo-Information, edited by K. K. Phoon, S. H. Goh, R. F. Shen, and H. Zhu, 85–102. Singapore: Research Publishing Services.
Toufigh, V., S. M. Shirkhorshidi, and M. Hosseinali. 2017. “Experimental investigation and constitutive modeling of polymer concrete and sand interface.” Int. J. Geomech. 17 (1): 04016043. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000695.
Voottipruex, P., D. T. Bergado, T. Suksawat, P. Jamsawang, and W. Cheang. 2011a. “Behavior and simulation of deep cement mixing (DCM) and stiffened deep cement mixing (SDCM) piles under full scale loading.” Soils Found. 51 (2): 307–320. https://doi.org/10.3208/sandf.51.307.
Voottipruex, P., T. Suksawat, D. T. Bergado, and P. Jamsawang. 2011b. “Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads.” Comput. Geotech. 38 (3): 318–329. https://doi.org/10.1016/j.compgeo.2010.11.006.
Wang, D., R. Zentar, and N. E. Abriak. 2017. “Temperature-accelerated strength development in stabilized marine soils as road construction materials.” J. Mater. Civil. Eng. 29 (5): 04016281. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001778.
Wonglert, A., and P. Jongpradist. 2015. “Impact of reinforced core on performance and failure behavior of stiffened deep cement mixing piles.” Comput. Geotech. 69: 93–104. https://doi.org/10.1016/j.compgeo.2015.05.003.
Wonglert, A., P. Jongpradist, P. Jamsawang, and S. Larsson. 2018. “Bearing capacity and failure behaviors of floating stiffened deep cement mixing columns under axial load.” Soils Found. 58 (2): 446–461. https://doi.org/10.1016/j.sandf.2018.02.012.
Wu, M., and X. Zhao. 2006. “Bearing behaviors of stiffened deep cement mixed pile.” Trans. Tianjin Univ. 12 (3): 209–214.
Xiao, Y., and C. S. Desai. 2019a. “Constitutive modeling for overconsolidated clays based on disturbed state concept. I: Theory.” Int. J. Geomech. 19 (9): 04019101. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001474.
Xiao, Y., and C. S. Desai. 2019b. “Constitutive modeling for overconsolidated clays based on disturbed state concept. II: Validation.” Int. J. Geomech. 19 (9): 04019102. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001475.
Xie, S., Z. Han, Y. Chen, Y. Wang, Y. Zhao, and H. Lin. 2022. “Constitutive modeling of rock materials considering the void compaction characteristics.” Arch. Civ. Mech. Eng. 22 (2): 60. https://doi.org/10.1007/s43452-022-00378-9.
Xie, S., H. Lin, and Y. Chen. 2023. “New constitutive model based on disturbed state concept for shear deformation of rock joints.” Arch. Civ. Mech. Eng. 23 (1): 26. https://doi.org/10.1007/s43452-022-00560-z.
Yang, J., M. Dong, T. Sun, and M. Wang. 2019. “Forecast formula for strength of cement-treated clay.” Soils Found. 59 (4): 920–929. https://doi.org/10.1016/j.sandf.2019.03.006.
Yao, K., N. Li, D. H. Chen, and W. Wang. 2019. “Generalized hyperbolic formula capturing curing period effect on strength and stiffness of cemented clay.” Constr. Build. Mater. 199: 63–71. https://doi.org/10.1016/j.conbuildmat.2018.11.288.
Yi, Y., S. Liu, and A. J. Puppala. 2015. “Laboratory modelling of T-shaped soil–cement column for soft ground treatment under embankment.” Géotechnique 66 (1): 1–5. https://doi.org/10.1680/geot.15.P.019.
Yu, J., J. Xu, J. Zhou, and X. Gong. 2022. “Experimental study on frictional capacity of concrete–cemented soil interface of concrete-cored cemented soil column.” China Civ. Eng. J. 55 (8): 93–104. https://doi.org/10.15951/j.tmgcxb.21121264.
Yu, J., J. Zhou, X. Gong, and R. Zhang. 2021. “Shaft capacity of prestressed high strength concrete (PHC) pile–cemented soil column embedded in clayey soil.” Soils Found. 61 (4): 1086–1098. https://doi.org/10.1016/j.sandf.2021.05.006.
Yu, J., J. Zhou, X. Gong, and R. Zhang. 2023. “The frictional capacity of smooth concrete pipe pile–cemented soil interface for pre-bored grouted planted pile.” Acta Geotech. 18 (8): 4207–4218. https://doi.org/10.1007/s11440-023-01842-3.
Zhang, G., C. Chen, J. Sun, K. Li, F. Xiao, Y. Wang, M. Chen, J. Huang, and X. Wang. 2022. “Mixture optimisation for cement–soil mixtures with embedded GFRP tendons.” J. Mater. Res. Technol. 18: 611–628. https://doi.org/10.1016/j.jmrt.2022.02.076.
Zhang, R. J., Y. T. Lu, T. S. Tan, K. K. Phoon, and A. M. Santoso. 2014. “Long-term effect of curing temperature on the strength behavior of cement-stabilized clay.” J. Geotech. Geoenviron. Eng. 140 (8): 04014045. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001144.
Zhang, R. J., Y. Q. Qiao, J. J. Zheng, and C. Q. Dong. 2021. “A method for considering curing temperature effect in mix proportion design of mass cement-solidified mud at high water content.” Acta Geotech. 16 (1): 279–301. https://doi.org/10.1007/s11440-020-00961-5.
Zhang, Z., F. Rao, and G. Ye. 2019. “Design method for calculating settlement of stiffened deep mixed column-supported embankment over soft clay.” Acta Geotech. 15 (4): 795–814. https://doi.org/10.1007/s11440-019-00780-3.
Zhang, Z., C. Zhang, G. Ye, M. Wang, Y. Xiao, and Y. Cheng. 2020. “Progressive failure mechanism of stiffened deep mixed column-supported embankment.” Rock Soil Mech. 41 (6): 2122–2131. https://doi.org/10.16285/j.rsm.2019.1057.
Zhou, J., X. Gong, K. Wang, and R. Zhang. 2018. “Shaft capacity of the pre-bored grouted planted pile in dense sand.” Acta Geotech. 13 (5): 1227–1239. https://doi.org/10.1007/s11440-018-0643-8.
Zhou, J., J. Yu, X. Gong, M. H. El Naggar, and R. Zhang. 2020. “The effect of cemented soil strength on the frictional capacity of precast concrete pile–cemented soil interface.” Acta Geotech. 15 (11): 3271–3282. https://doi.org/10.1007/s11440-020-00915-x.
Zhou, M., Z. Li, Y. Han, P. Ni, and Y. Wang. 2022. “Experimental study on the vertical bearing capacity of stiffened deep cement mixing piles.” Int. J. Geomech. 22 (5): 04022043. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002355.
Zhu, J. F., R. Q. Xu, X. R. Li, and Y. K. Chen. 2011. “Calculation of earth pressure based on disturbed state concept theory.” J. Cent. South Univ. Technol. 18: 1240–1247. https://doi.org/10.1007/s11771-011-0828-x.
Zhu, S., C. Chen, H. Cai, and F. Mao. 2022. “Analytical modeling for the load-transfer behavior of stiffened deep cement mixing (SDCM) pile with rigid cap in layer soils.” Comput. Geotech. 144: 104618. https://doi.org/10.1016/j.compgeo.2021.104618.
Zhu, S., C. Chen, F. Mao, and H. Cai. 2021. “Application of disturbed state concept for load-transfer modeling of recoverable anchors in layer soils.” Comput. Geotech. 137: 104292. https://doi.org/10.1016/j.compgeo.2021.104292.
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Published In
International Journal of Geomechanics
Volume 24 • Issue 10 • October 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Nov 13, 2023
Accepted: Apr 23, 2024
Published online: Aug 6, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 6, 2025
ASCE Technical Topics:
- Analysis (by type)
- Bonding
- Concrete piles
- Engineering fundamentals
- Engineering mechanics
- Foundation construction
- Foundations
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Pile foundations
- Piles
- Soil analysis
- Soil mechanics
- Soil mixing
- Soil properties
- Thermal analysis
- Thermal properties
- Thermodynamics
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