CAJ | 학술논문

某混凝土面板堆石坝坝高144 m,河谷地形复杂.采用三维非线性有限元法,建立了坝体和坝基的三维有限元模型,模拟了大坝填筑施工过程和水库蓄水过程,分析了运行期面板的应力变形及周边缝的变位特性,研究了复杂地形条件对该坝面板应力和变形的影响.计算表明:该混凝土面板堆石坝的面板应力受地形的影响较大,与坝体断面几何形态密切相关.左岸次堆石区变形大,面板应力较大,而右岸岩体的支撑作用显著,面板应力较小.右岸陡坡处及左右岸变坡处周边缝的变形较大.
모혼응토면판퇴석패패고144 m,하곡지형복잡.채용삼유비선성유한원법,건립료패체화패기적삼유유한원모형,모의료대패전축시공과정화수고축수과정,분석료운행기면판적응력변형급주변봉적변위특성,연구료복잡지형조건대해패면판응력화변형적영향.계산표명:해혼응토면판퇴석패적면판응력수지형적영향교대,여패체단면궤하형태밀절상관.좌안차퇴석구변형대,면판응력교대,이우안암체적지탱작용현저,면판응력교소.우안두파처급좌우안변파처주변봉적변형교대.
A CFRD with the height of 144 meters situates in a river valley where the topography is complex.With the 3-D FEM model of the dam, the filling process of the dam and the storage process of the reservoir have been simulated, the deformation and the stress of the face slab and the strain of the peripheral joint have been analyzed, and the influence of the complex topographical condition on this dam has been studied.The research shows that, the stress of this dam′s face slab is largely influenced by the topography and is closely related with the geometry shape of the cross section.The stress of the face slab is bigger in the left bank because of the large secondary rock-fill zone and its deformation, while the rock mass′s support function is remarkable in the right bank and thus the stress of the face slab is smaller.The strain of the peripheral joint is bigger on the steep slope of the right bank, as well as in those places where the slope changes in both banks.