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贮灰场防渗层结构静力稳定性数值分析
引用本文:胥书霞,邵生俊,邓国华.贮灰场防渗层结构静力稳定性数值分析[J].青海大学学报,2006,24(2):4-8,22.
作者姓名:胥书霞  邵生俊  邓国华
作者单位:青海建筑职业技术学院,青海,西宁,810012;西安理工大学岩土工程研究所,陕西,西安,710048
摘    要:从环境保护的角度出发,针对灰水溶质运移污染地下水的问题,应用研制的混合防渗材料作为防渗层,通过有限元程序模拟贮灰场的实际运行条件,进行了贮灰场静力计算分析。结果表明:防渗层在灰场运行期间,沉降变形、应力水平及应变均不大,可保证防渗层及贮灰坝的结构安全性。

关 键 词:粉煤灰  贮灰场  防渗层  静力计算
文章编号:1006-8996(2006)02-0004-05
收稿时间:2005-11-29
修稿时间:2005-11-29

Numerical analysis of static stability of a preventing infiltration layer in a fly ash storing site
XU Shu-xia,SHAO Sheng-jun,Deng Guo-hua.Numerical analysis of static stability of a preventing infiltration layer in a fly ash storing site[J].Journal of Qinghai University(Natural Science),2006,24(2):4-8,22.
Authors:XU Shu-xia  SHAO Sheng-jun  Deng Guo-hua
Abstract:It's important to build fly ash storing sites to prevent fly ash from polluting air,ground and water.But improper design,construction and operation would result in serious pollution problems.In this paper,the influence in the stress state of impermeability layer was simulated by Finite Element Method(FEM).The results show that the settlement,deformation,stress level and strain of impermeable layer are less in the course of fly ash filling.
Keywords:fly - ash  storing site  preventing infiltration layer  static analysis
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