A Prediction Method Based on Elasticity and Soil-Structure Interaction for Deep-Excavation Induced Deformations of Pile Foundations

被引:0
|
作者
Zheng, C. [1 ]
Franza, Andrea [1 ]
Jimenez, R. [1 ]
机构
[1] ETSI Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Calle del Prof. Aranguren, 3, Madrid,28040, Spain
来源
基金
欧盟地平线“2020”;
关键词
Adjacent buildings - Analysis method - Deep excavation - Deep foundations - Ground movement - Internal forces - Prediction methods - Soil displacement;
D O I
暂无
中图分类号
学科分类号
摘要
16
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页码:239 / 246
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