Limit Values of Additional Deformations of Pressure Pipeline Foundations


如何引用文章

全文:

开放存取 开放存取
受限制的访问 ##reader.subscriptionAccessGranted##
受限制的访问 订阅存取

详细

The possible limit states and required test calculations of existing underground pressure pipelines located in the impact zones of construction are listed. Methods of determining and nomograms for picking the limit deformations of the foundations of existing underground pressure pipelines in the presence of underground construction are presented.

作者简介

O. Isaev

N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC

Email: smfe@mail.ru
俄罗斯联邦, Moscow

R. Sharafutdinov

N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC

Email: smfe@mail.ru
俄罗斯联邦, Moscow

补充文件

附件文件
动作
1. JATS XML

版权所有 © Springer Science+Business Media New York, 2017