土石坝坝体混凝土防渗墙应力变形分析

摘要

The study of the impervious concrete wall body stress deformation characteristics of an earth -rockfill dam under different plastic modulus , wall thickness and dam height working conditions gives a reference to design of a similar hydraulic project .Taking the optimized design of the impervious wall reinforcement scheme of the dan-ger-removing and reinforcement project of a certain clay core dam in Zhejiang Province as the basis , the stress de-formation characteristics of the impervious wall were analyzed by means of 2-dimensional nonlinearity .The wall body stress is significantly affected by plastic modulus and dam height and less affected by wall thickness , while its horizontal displacement is significantly affected by dam height and very little by either plastic modulus or wall thick -ness.When a dam impervious wall is designed , importance should be attached to selection of wall body concrete plastic modulus.In general ordinary concrete could be used for the low dams with a height of 20m or less, and the plastic modulus should be controlled to be ess than 5,000 MPa for the 40 –60m high dams.%以浙江省某粘土心墙坝除险加固工程防渗墙加固方案优化设计为背景，采用二维非线性对防渗墙的应力变形特性进行分析。研究土石坝坝体混凝土防渗墙在不同弹性模量、墙厚和坝高工况下的墙体应力变形特性。墙体应力受弹性模量及坝高的影响显著，受墙厚的影响微小；水平位移受坝高的影响显著，受弹性模量和墙厚的影响很小。坝体防渗墙设计时，应重视墙体混凝土弹性模量的选择。对一般20 m级的低坝可采用普通混凝土材料，对于40～60 m级中坝，应控制弹性模量不超过5000 MPa。