岩土工程学报2024，Vol.46Issue(7)：1378-1386,9.DOI:10.11779/CJGE20230515
基于多轴强度准则的混凝土面板应力安全评价方法研究
Evaluation method for safety of concrete slab stress based on multi-axial strength criterion
摘要
Abstract
The concrete-faced rockfill dams(CFRDs)rely on the key impermeable structures,such as concrete slabs,for their safe operation.Ensuring the safety of the concrete slabs is of the utmost importance.The current evaluation method,which utilizes uniaxial strength,overlooks the influences of slab stress on their strength and may lead to unreasonable judgments regarding the damage zone.To address this issue,a method is proposed for evaluating the stress in the concrete slabs based on the multi-axial strength criterion.The safety of the slabs is assessed by determining the strength adjustment coefficient of concrete and the stress level index of multi-axial strength.A refined stress distribution analysis of the slabs is conducted using the cross-scale fine simulation method based on the multi-point constraint.The improved viscoelastic method is employed to comprehensively simulate the impact of dynamic and permanent deformations on the slab stress.This approach accurately depicts the progression of slab damage during an earthquake.To illustrate the effectiveness of the proposed multi-axial strength method,a 240 m-high concrete-faced rockfill dam located in a narrow valley within a seismic zone is taken as an example for comparison with the current uniaxial strength method.The results demonstrate that during the operational period,the material strength at both sides of the dam abutment is reduced,while it is enhanced on the riverbed,particularly at the bottom.Both methods yield similar conclusions regarding the tensile damage zones,but there are significant disparities in the compressive damage zones.During an earthquake,the multi-axial strength method indicates slightly smaller tensile damage zones,whereas the location and extent of the compressive damage zones differ significantly between the two methods.Considering the limitations of the uniaxial strength method in considering the influences of slab stress on their strength,it is suggested to adopt the multi-axial strength criterion as a guide for designing and constructing concrete slabs in extra-high CFRDs.关键词
面板堆石坝/强度准则/动力分析/安全评价/精细模拟Key words
CFRD/strength criterion/dynamic analysis/safety evaluation/refinement method分类
建筑与水利引用本文复制引用
王芳,李国英,米占宽,冯业林,黄青富..基于多轴强度准则的混凝土面板应力安全评价方法研究[J].岩土工程学报,2024,46(7):1378-1386,9.基金项目
国家自然科学基金项目(U1765203,U21A20158) （U1765203,U21A20158）
中央级公益性科研院所基本科研业务费项目(Y322003,Y320005) （Y322003,Y320005）
