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永丰水库纵向增强体心墙坝结构计算OA

Vertical reinforcement earth dam structural calculation for Yongfeng Reservoir

中文摘要英文摘要

纵向增强体心墙土石坝作为一种新坝型,近年来在四川省得到较为广泛的应用.其特点是在土石坝填筑完成后,植入一道类似防渗墙的混凝土刚性结构与坝壳料联合受力维持大坝的稳定并起防渗的作用.此种坝型施工步骤有别于传统的心墙坝,计算需要考虑坝壳堆石料的非线性本构模型纵向增强体线性本构模型、心墙与坝壳料界面的接触非线性本构模型,并模拟大坝分级填筑到纵向增强体心墙的浇筑再到蓄水的施工过程.

Vertical reinforcement earth dam is a new type of dam that has been increasingly applied in Sichuan Province in recent years.Its characteristic is that after the earth dam is filled,a concrete rigid structure similar to a cut-off wall is implanted vertically to work together with the shell material,maintaining the dam's stability and providing seepage control.The construction process of this dam type differs from that of traditional core wall dams,and its calculation must consider the nonlinear constitutive model of the shell rockfill material,the linear constitutive model of the longitudinal reinforced structure,the contact nonlinear constitutive model at the interface between the core wall and the shell material,as well as the simulation of the staged construction process-from staged filling of the dam to pouring of the longitudinal reinforced core wall and finally reservoir impoundment.

王霄

四川水发勘测设计研究有限公司,四川 成都 610218

建筑与水利

纵向增强体心墙坝有限元大坝填筑

vertical reinforcementcore wall damfinite elementdam filling

《四川水力发电》 2026 (2)

114-122,9

10.20196/j.cnki.scslfd.20260224

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