深层孔隙水压力随地下水位变化的模拟与评价

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摘要

根据越南标准“TCVN 4197:2012”对孔隙水压力(P)随深度变化的模拟与评价“TCVN 8723:2012”和“TCVN: 8721: 2012”。研究结果表明,渗透率系数(χ)为1.00E-08;而最小值仅在0.5 kg/cm2处显示为2.00E-09,在24.3m处显示为8.0 kg/cm2。另一方面,孔隙系数(ε)随深度的增加而逐渐减小;最小值为0.685,深度为27.3m。随着深度的增加,标准粘度(B)和压实密度(ζ)逐渐增大。从分析中可以看出,利用Plaxis 3D软件对孔隙水压力随深度的变化进行了数值模拟,得到了显著的结果,在深度为4.0m处的结果为360 kN/m2,在深度为38.0m处的最小值为20 kN/m2。综上所述,研究结果对工程变形具有一定的应用价值。研究成果可为今后土木工程、地质工程、科研人员和科学工作者提供有益的参考。
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Simulation and Evaluation of the Pore Water Pressure Variations with Groundwater Levels Variations at the Depths
Simulation and Evaluation of the Pore water pressure (P) variations with the Depths, which did carefully by the Viet Nam Standard “TCVN 4197:2012”; “TCVN 8723:2012” and “TCVN: 8721: 2012. Research results presented particularly for Permeability Coefficient (χ) obtained 1.00E-08; whereas the minimum value has only shown 2.00E-09 at 0.5 kg/cm2 and 8.0 kg/cm2 at 24.3m depths. On the other hand, the pore coefficient (ε) variations decreased gradually as the increasing depths; whereas the minimum value obtained 0.685 at 27.3m depth. Moreover, standards viscosity (B) and Compaction density (ζ) increased gradually as the depths increased gradually. From the analysis, simulation of the Pore water pressure with depths was calculated particularly with remarkable results, which as done by the Plaxis 3D software, so results presented in 360 kN/m2 at 4.0m and minimum value of 20 kN/m2 at 38.0m depth. In conclusion, research results can be applied and credited affections to the construction deformation. Moreover, research results can be used as useful references for engineers of Civil, Geology, researchers, and scientists in the future.
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