Hydrodynamic pressure distribution in saturated void beneath cement concrete pavement slab

References

• Barani, O.R., 2014. 3D modeling of cohesive crack growth in partially saturated porous media: a parametric study. Engineering Fracture Mechanics, 124–125, 272–286.
   Web of Science ®Google Scholar
• Barpi, F., 2008. Modeling water penetration at dam-foundation joint. Engineering Fracture Mechanics, 75 (3–4), 629–642.
   Web of Science ®Google Scholar
• Cao, S., 2017. Distribution characteristic research of hydraulic power in the ballastless track crack under the train load. Thesis (PhD). Southwest Jiaotong University.
   Google Scholar
• Cao, S., 2019. Distribution characteristic of hydrodynamic pressure in the ballastless track crack under the train load. KSCE Journal of Civil Engineering, 23 (2), 576–586.
   Web of Science ®Google Scholar
• Chen, K., 2017a. Distribution characteristics of hydrodynamic pressure in void beneath cement concrete pavement slabs. Road Machinery & Construction Mechanization, 8, 124–128.
   Google Scholar
• Chen, X., 2017b. Experimental study on water fracture interactions in concrete. Engineering Fracture Mechanics, 179, 314–327.
   Web of Science ®Google Scholar
• Forth, J.P., 2014. Response of reinforced concrete beams to hydrostatic pressure acting within primary cracks. Materials and Structures, 47, 1545–1557.
   Web of Science ®Google Scholar
• Gan, L., 2013. Review on hydraulic fracture in high concrete dam under multi-field coupling conditions. Advances in Science and Technology of Water Resources, 33 (2), 87–94.
   Google Scholar
• Javanmardi, F., 2005a. Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks. Engineering Structures, 27 (4), 616–628.
   Web of Science ®Google Scholar
• Javanmardi, F., 2005b. Seismic water pressure in cracked concrete gravity dams: experimental study and theoretical modeling. Journal of Structural Engineering, 131 (1), 139–150.
   Web of Science ®Google Scholar
• Jia, J., 2006. Studies on safety problem of high gravity dams higher than 200 m with consideration of hydraulic fracturing under water pressure. Journal of Hydraulic Engineering, 37 (12), 1509–1515.
   Google Scholar
• Li, Z.L., 2005. Formula for water pressure distribution in rock or concrete fractures formed by hydraulic fracturing. Journal of Hydraulic Engineering, 36 (6), 656–661.
   Google Scholar
• Ohlsson, U., 1998. Influence of hydraulic pressure in fracture mechanics modeling of crack propagation in concrete. Materials and Structures, 31 (3), 203–208.
   Web of Science ®Google Scholar
• Peirce, A., 2008. An implicit level set method for modeling hydraulically driven fractures. Computer Methods in Applied Mechanics and Engineering, 197 (33–40), 2858–2885.
   Web of Science ®Google Scholar
• Shi, M., 2013. Modelling of crack propagation of gravity dams by scaled boundary polygons and cohesive crack model. International Journal of Fracture, 183 (1), 29–48.
   Web of Science ®Google Scholar
• Slowik, V., 2000. Water pressure in propagating concrete cracks. Journal of Structural Engineering, 126 (2), 235–242.
   Web of Science ®Google Scholar
• Tinawi, R., 1994. Formulation of hydrodynamic pressures in cracks due to earthquakes in concrete dams. Earthquake Engineering & Structural Dynamics, 23 (7), 699–715.
   Web of Science ®Google Scholar
• Wang, K., 2015. Analysis of hydraulic fracturing in concrete dam considering fluid–structure interaction using XFEM-FVM model. Engineering Failure Analysis, 57, 399–412.
   Web of Science ®Google Scholar
• Xu, S., 2009. Crack propagation in a concrete dam under water pressure and determination of the double-K fracture parameters. China Civil Engineering Journal, 42 (2), 119–125.
   Google Scholar
• Xu, G., 2010. Crack water characteristics of non-ballasted track under trainload action. Thesis (PhD). Southwest Jiaotong University.
   Google Scholar
• Zeng, S., 2010. Inspection index of grouting treatment validity for void beneath cement concrete slab. China Journal of Highway and Transport, 6, 7–15.
   Google Scholar
• Zhang, G., 2012. The mechanism of void evolution and fatigue damage on cement concrete pavement with hydrodynamic pressure. Thesis (Master Degree). Changsha University of Science & Technology.
   Google Scholar
• Zhang, S., 2013. Seismic cracking analysis of concrete gravity dams with initial cracks using the extended finite element method. Engineering Structures, 56, 528–543.
   Web of Science ®Google Scholar
• Zhu, X., 2007. Seismic behavior of concrete gravity dams with penetrated cracks and equivalent impact damping. Engineering Structures, 29 (3), 336–345.
   Web of Science ®Google Scholar
• Zhu, T., 2012. Experimental research on erosion-resistance performances of cement stabilized base materials. Journal of Building Materials, 4, 565–569.
   Google Scholar