Pile-Soil-Wall-Interaction during the construction process of deep excavation pits

机译：深基坑施工过程中的桩土墙相互作用

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In conventional design of retaining walls the influence of the foundation piles is not regarded. The results of the performed numerical examinations - based on a small scale model test series - which are presented in this paper derive an influence of the piles on the development of the passive earth pressure. This influence leads to a strengthening of the earth wedge respectively a reduction of the wall deformation and depends of several parameters like the pile grid geometry, the embedment depth of the retaining wall or the pile diameter.

机译：在挡土墙的常规设计中，未考虑基础桩的影响。本文提出的数值测试结果（基于小规模模型测试系列）得出了桩对被动土压力发展的影响。这种影响导致土楔的加强或壁变形的减少，并取决于几个参数，例如桩网的几何形状，挡土墙的埋入深度或桩直径。

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《International Conference on Soil Mechanics and Geotechnical Engineering(16 ICSMGE) vol.3; 2005; Osaka(JP)》|2005年|P.1501-1504|共4页
会议地点 Osaka(JP)
作者
R. Katzenbach; G. Bachmann; C. Gutberlet;
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作者单位

Institute and Laboratory of Geotechnics, Technische Universitaet Darmstadt, Germany;

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原文格式 PDF
正文语种 eng
中图分类各项工程与工种;
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Pile-Soil-Wall-Interaction during the construction process of deep excavation pits

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