深厚覆盖层上超高心墙堆石坝坝基廊道非线性开裂分析  

Nonlinear Cracking Analysis of Foundation Gallery of High Core Wall Rockfill Dam on Thick Overburden Layer

作　　者：冯蕊[1] 伍小玉[2] 何蕴龙[1] 曹学兴[3] 刘俊林 熊堃 岑威钧[6] 

机构地区：[1]武汉大学水资源与水电工程科学国家重点实验室,湖北武汉430072 [2]中国水电顾问集团成都勘测设计研究院,四川成都610072 [3]华能澜沧江水电有限公司,云南昆明650214 [4]广东粤港供水有限公司,广东深圳518021 [5]长江勘测规划设计研究院,湖北武汉430010 [6]河海大学水利水电学院,江苏南京210098

出　　处：《四川大学学报（工程科学版）》2015年第1期60-67,共8页Journal of Sichuan University (Engineering Science Edition)

基　　金：国家自然科学基金资助项目(51009055)

摘　　要：长河坝是中国深厚覆盖层上在建的首座200 m级高的堆石坝,这类建于深厚覆盖层上的超高土石坝坝基廊道受力条件复杂,是工程成败的关键环节,国内已有类似工程出现廊道破坏尤其是廊道止水破坏导致渗漏的情况。针对这类坝型的坝基廊道安全性问题,以长河坝工程为依托进行了深入研究。采用子模型技术和混凝土非线性本构模型,详细模拟大坝真实填筑和蓄水过程,建立3维有限元模型对廊道开裂形式和破坏过程进行研究。计算分析得出了一些关于廊道裂缝的开裂范围、廊道受压屈服的范围、廊道裂缝的开裂顺序以及开裂方向等有用结论,并提出了一些合理化建议,为本工程和类似工程决策提供参考。The galleries of high core wall rockfill dams on thick overburden layer is subjected to complicated loads,and its safety is the key to the project. In order to study the safety of galleries of this kind of dam,taking the Changheba dam as a background,and using the finite element analysis,the leakage from the destruction to the watertight seal was simulated. Based on the sub-model method,nonlinear elastic model was used for the gallery concrete. Cracking process and failure process of the gallery were conducted. Meanwhile the actual dam construction process and reservoir impounding process were considered. Through the analytical results the crack propagation,cracking direction and breakage feature were learned. Furthermore some reasonable suggestions were given,which can be used as reference to changheba project and similar project.

关 键 词：廊道 裂缝 高心墙堆石坝 长河坝水电站 混凝土 

分 类 号：TV641.4[水利工程—水利水电工程]