坡顶建筑荷重下加筋土挡土墙边坡的位移特性  

Displacement Characteristics of Slope with Geogrid Reinforced Retaining Wall under the Load of Building on the Slope Top

作　　者：许建聪[1] 王永帅 郑金伙 沈铭龙 江涛 

机构地区：[1]同济大学土木工程学院/地下建筑与工程系,上海 [2]福建省建筑设计研究院有限公司,福建 福州

出　　处：《土木工程》2025年第1期208-216,共9页Hans Journal of Civil Engineering

基　　金：国家自然科学基金雅砻江联合基金项目(U1765110)。

摘　　要：为了探明坡顶建筑荷重下加筋土挡土墙边坡坡体、挡墙及土工格栅的位移的变化规律,采用有限差分FLAC3D软件,建立了加筋土挡土墙支护的超高填方边坡的三维弹塑性有限差分精细化模型,开展了坡顶建筑荷重下加筋土挡土墙边坡的位移特性研究。结果表明:加筋土挡土墙边坡墙体和墙后坡体存在较大的不均匀沉降;坡体、挡墙与土工格栅的位移变化规律不尽相同。研究结果可为科学设计布置加筋土挡土墙超高填方边坡坡顶上的建筑物提供有益的参考。In order to investigate the displacement changes of slope, retaining wall, and geogrid of geogrid reinforced slope under the load of the top building, a three-dimensional elastoplastic finite difference refined model of the geogrid reinforced ultra-high fill slope supported was established using the finite difference FLAC3D software, and the displacement characteristics of the geogrid reinforced slope under the load of the top building were studied. The results indicate that there is significant uneven settlement between the geogrid reinforced retaining wall and the slope body behind the retaining wall. The displacement variation patterns of slopes, retaining walls, and geogrids are not the same. The results can provide useful references for the scientific design and layout of buildings on the top of ultra-high fill slopes with geogrid reinforced retaining wall.

关 键 词：超高填方边坡 加筋土挡墙 建筑荷重 土工格栅 数值模拟 

分 类 号：TU4[建筑科学—土工工程]