The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan, Qingjiang River
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The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan, Qingjiang River
Vol. 10, Issue 4, (1989)
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Online First:23 July 2017,
Published:1989
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Yang Jialing, Zheng Hong, Ge Xiurun. The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan, Qingjiang River[J]. 1989, 10(4).
DOI:
Yang Jialing, Zheng Hong, Ge Xiurun. The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan, Qingjiang River[J]. 1989, 10(4).DOI:
The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan, Qingjiang River
This paper introduces the analysis of three dimensional finite element method for the gravity-arch dam building on the complex ground. The foundation rock of dip and strain-slip
three faults
two weak intercalations and etc. arc considered in this calculation model. Water static pressure
gravity of dam
uplift
temperature stress and so on are computed
including three dimensional osmotic and temperature fields in the foundation. The range of calculation model is about 1400×900×600m2 . There are 1845 elements of all kinds
3280 nodes in the network of finite element. The superlax iterative method is used to solve
and three dimensional perspective and software of after treatment are applied in analyses. The dimension of this computation is large
various results of treating complex problems are reasonable. The important basis has applied to designing unit. The computation is important practical significance for Geheyan Dam which is being built.