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Effect of wall batter angle on soil nail walls performance

机译:墙面糊角度对土钉墙性能的影响

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Soil nailing is a very versatile excavation retaining system for deep excavations in urban areasrnsurrounded by major structures and infrastructures. Using Battered face for soil nail wall system can increasernglobal stability of the system and decrease lateral deformations of thewalls. But, high cost of lands in cities causedrnto more applications of vertical walls. In this study we have surveyed the effects of variation of batter angle of thernsoil nail wall face on stability and lateral deformation of the wall. Some Finite Element and Limit Equilibriumrnmodels were developed to analyze performance of the walls. The analyses results present the variation’s rate ofrnthe wall stability and lateral deformation of the wall by the wall batter angle increment. These results can bernused to investigate the benefit to cost of using wall batter angle in soil nail walls projects.
机译:土钉是一种多功能的基坑支护系统,用于在主要结构和基础设施围绕的城市地区进行深基坑开挖。将破烂面用于土钉墙系统可以提高系统的整体稳定性,并减少墙的横向变形。但是,城市土地成本高昂导致更多的垂直墙应用。在这项研究中,我们调查了土钉墙面的面糊角度变化对墙的稳定性和横向变形的影响。开发了一些有限元和极限平衡模型来分析墙的性能。分析结果表明,随着墙面倾角的增加,墙的稳定性和墙的侧向变形的变化率也随之增加。这些结果可用于研究在土钉墙项目中使用墙面糊角度对成本的好处。

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