模拟分层填筑下压实度对土石坝应力变形及边坡稳定的影响
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TV139.1

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Influence of compactness on stress deformation of earth-rock dam and slope stability under stratified filling
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    摘要:

    土石坝的施工大多采用分层碾压、逐级填筑的方式进行,以压实度和最优含水率作为设计控制指标,其强度指标和压缩特性直接影响到大坝的长期运行稳定.为探讨压实度对土石坝应力变形的影响,在合理模拟施工过程和不同压实度工况基础上,运用二维有限元模拟土石坝分层碾压过程,分析不同填筑高程和压实度对坝体应力变形及坝坡稳定的影响.结果表明:土石坝施工期坝体应力变形、坝坡稳定与压实度密切相关,高坝影响更为敏感,严格控制压实标准,可有效减小土石坝自身沉降变形.

    Abstract:

    The construction of earth rock dam is mostly used in the way of stratified compaction and step by step construction,taking the degree of compaction and the optimum water content as the design control standard,the strength and compression characteristics of the dam directly affect the stability of the dam.In order to investigate the effect of compaction on stress deformation,based on the reasonable simulation of dam construction process and the selection of different compaction degrees,by using the finite element simulation of dam layered rolling process,analysis of different filling height and degree of compaction effect of stress deformation and slope stability of the dam.The study shows that stress deformation and slope stability are closely related to the degree of compaction during the construction period,and the influence of high dam is more obvious,strict control of compaction standard can effectively reduce the settlement deformation of earth rock dam.

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翁红兴.模拟分层填筑下压实度对土石坝应力变形及边坡稳定的影响[J].江西水利科技,2018,(3):

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  • 在线发布日期: 2018-08-14
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