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：
Lecture Notes in Civil Engineering | 2021年 / 126卷
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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收藏
页码：239 / 246
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