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南水北调穿黄隧道的非线性分析
引用本文:章青,卓家寿,曾三平.南水北调穿黄隧道的非线性分析[J].河海大学学报(自然科学版),1998,26(4):35-39.
作者姓名:章青  卓家寿  曾三平
作者单位:河海大学土木工程学院
摘    要:针对同水北调中线穿黄工程输水盾构隧道的特点,建立了连续介质力学的界面应力元模型。分析中,对双层混凝土衬切进行了精细模拟,考虑了衬砌结构与土体的相互作用。理论分析和数值计算结果表明,本文建立的计算模型精度高,适用性强,能够较好地仿真各种缝面的不连续变形特征。

关 键 词:南水北调  盾构隧道  界面应力  倒虹吸  输水建筑物
修稿时间:2004/11/11 0:00:00

Non linear Analysis of Shield Tunnel for Transporting Water through Yellow River
Zhang Qing,Zhuo Jiashou,Zeng Sanping.Non linear Analysis of Shield Tunnel for Transporting Water through Yellow River[J].Journal of Hohai University (Natural Sciences ),1998,26(4):35-39.
Authors:Zhang Qing  Zhuo Jiashou  Zeng Sanping
Abstract:In this paper,the interface stress element model for discontinuous media is established in accordance with the characteristics of shield tunnel for transporting water through Yellow River in the project of diverting water from the South to the North.A careful imitation of two layer reinforced concrete liner tube is made and the interaction between the liner and the soil is taken into consideration.Theoretical analysis and numerical results show that the model,being precise,adaptable and especially good at imitating the discontinuous deformation of various cracks,has a wide range of application.
Keywords:diverting  water  from  the  South  to  the  North  shield  tunnel  interface  stress  element  discontinuous  mechanics
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