摘要
以某心墙堆石坝为实例,采用三维静力有限元法,详细模拟了工程地质条件和施工顺序,基于邓肯-张E-B模型,分析了不同蓄水方案的大坝坝体变形规律。
Taking a core wall rock-fill dam as example,using the three-dimensional static finite-element method,the engineering geological conditions and construction sequence of the dam were simulated in detail.The deformation rules of the dam body under different impoundment schemes were analyzed based on the Duncan-Chang E-B model.
出处
《华电技术》
CAS
2013年第2期21-23,84,共3页
HUADIAN TECHNOLOGY
关键词
心墙
堆石坝
变形
敏感性
core wall
rock-fill dam
deformation
sensibility