Thermo-hydro-mechanical response of energy-piled walls under varying wall configurations, pipe layouts, and seepage conditions. [PDF]
Villegas L, Narsilio G, Fuentes R.
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Exploring rainfall effects on the Xingfu Dayuan Landslide in Yecheng, Xinjiang, China using time-series InSAR technology and numerical simulation. [PDF]
Tian Z +6 more
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Field validation and engineering application of pressure-dispersed prestressed CFRP anchor cables for stabilizing toppling unstable rock slopes. [PDF]
Wang Q +7 more
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Experimental Study on the Mechanism and Effect of Middle-Phase Microemulsion Flooding in a Conglomerate Reservoir. [PDF]
Shao H +9 more
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Study on PVT Dissolution Characteristics of Different Gases in Heavy Oil under High Temperature and High Pressure. [PDF]
Cao Q +6 more
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Three-Dimensional Digital Model Reconstruction and Seepage Characteristic Analysis of Porous Polyimide. [PDF]
Dou Z +9 more
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Researches on the back analysis of seepage field and temperature testing influenced by seepage field
2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2011In the paper, the analytical solution was got based on the heat transfer theory and seepage theory with the boundary conditions. The solution was proved effective and applied by a indoor testing with the same boundary conditions of the analytical solution.
null Changjing Fu, null Liang Chen
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Wenfu Chen, Guan Rong, Qinyan Qiu
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Numerical Simulation of Seepage Field in the Tailing Dam with Draining Seepage System
2013 Fourth International Conference on Digital Manufacturing & Automation, 2013Numerical seepage model of tailing dam based on finite-element method is established. By constructing special grid system and intermediate boundary conditions, combined drain seepage system (horizontal drain pipe + transverse- longitudinal blind drainage ditch) is well achieved in the model and the results of model analysis are verified by the results ...
Rui-Li Lu +3 more
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On the basic of rock and soil mass mathematic model, with the boundary conditions of classic section, the seepage field in construction period is simulated. Some conclusions are drawn: the hydraulic gradient of the channel slope where the seepage spills out exceeds the allowable hydraulic gradient and some engineering measures are needed to avoid ...
Guo Xin Yan, Wei Wu, De Jun Zhao
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