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潘家铮. 地下结构设计和有限单元分析[J]. 岩土工程学报, 1980, 2(4): 34-48.
引用本文: 潘家铮. 地下结构设计和有限单元分析[J]. 岩土工程学报, 1980, 2(4): 34-48.
Pon Jia-zheng. Design of Substructures and the Application of Finite Element Method[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(4): 34-48.
Citation: Pon Jia-zheng. Design of Substructures and the Application of Finite Element Method[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(4): 34-48.

地下结构设计和有限单元分析

Design of Substructures and the Application of Finite Element Method

  • 摘要: 本文讨论地下结构设计的原理、方法以及有限单元法所能起的作用。文中首先回顾了地下结构设计理论的发展,阐述了一些基本设计原则;然后讨论了影响设计的各项因素和必需测定的参数—尤其是原始地应力场和围岩的力学特性。对各种适用的有限单元法依其功能作了分类和简介。最后对地下结构三个工作阶段中的工作状态、分析目的及存在问题作了讨论,包括:施工期的围岩稳定问题、刚性衬砌完成后的围岩压力问题和运行期围岩和衬砌的联合作用问题。

     

    Abstract: The principles of substructure design and the applications of finite element method are discussed in this paper. At first, the development of the design theory of substructures and some basic design principles are reviewed in brief. Then different factors that affect the design and the necessary parameters that must be determined are discussed. Different useful finite element methods are introduced and classified according to their basic functions. Fi. nally, the behavoir, analysis and problems of substructures in the three successive stages are investigated, i.e.the stability of surrounding rocks in the construction stage, the development of rock pressure after the completion of permanent liner and the combined action of rock and liner under external loads during the operating stage.

     

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