一种改进的位移反分析方法

韩贝传; 唐永进; G.Swoboda

一种改进的位移反分析方法

1.
中国科学院地质研究所工程地质力学开放研究实验室,北京100029;
2.
中国石化总公司北京设计院,北京100011;
3.
Innsbruck Unversity, Austria

详细信息

中图分类号: TU4
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- 被引次数: 0
出版历程
- 收稿日期: 1996-07-17
- 刊出日期: 1996-12-22

AN IMPROVED BACKANALYSIS METHOD FOR DISPLACEMENT

1.
Institute of Geology, Academia Sinica, Beijing 100029;
2.
Beijing Design Institute of SINOPEC, Beijing 100011;
3.
Innsbruck University,Innsbruck,Austria

摘要

摘要: 为了发展可用于各种岩土工程及工程地质问题的一般的位移反分析系统方法, 本文在边界控制方法的基础上进行了改进。其目的是对于其各种复杂的系统问题确定最重要的力学参数。
- 位移反分析 /
- 边界控制方法 /
- 复杂系统
Abstract: In order to develop a general backanalysis system applicable for various geomechanical fields,a new improved boundary control method is developed.The aim of the study is to indentify the parameters for most important geomechanical characteristic values in a general program,so that to ensure that the method is suitable for large systems.
- Backanalysis /
- Boundary control method /
- Large system

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参考文献(1)

[1] Sakurai, S and Takeuchi, K. 1983. Back analysis of measured displacements of tunnels, Rock Mech. and RockEng., Vol. 16, 173-180.

[2] Ichikawa, Y, Ohkami, T, 1992. A parameter identification procedure as a dual boundary contred problem forlinear elastic materials. Soils and Foundations, Vol. 32, NO. 2, 35-44.

[3] Gioda, G. 1985. Some remark on back analysis and characteriszation problems in geomechanics. 5th Int. Conf.on Num. Meth. in Geomech, 47-61, Nagoga.

[4] 杨志法.1989.位移反分析及其应用.岩石力学新进展.沈阳:东北工学院出版社, 186-199.

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