Three-dimensional visualization model and stability analysis of arch dam-dam abutment
|更新时间:2026-06-25
|
Three-dimensional visualization model and stability analysis of arch dam-dam abutment
Vol. 29, Issue S1, (2008)
作者机构:
1. 河海大学,南京,210098
2. 长江水利委员会 长江勘测规划设计研究院,武汉,430010
3. 长江科学研究院,武汉,430010
作者简介:
基金信息:
DOI:
CLC:TV652.4
Online First:15 April 2016,
Published:2008
稿件说明:
移动端阅览
ZHOU Xian-qi, XU Wei-ya, NIU Xin-qing, et al. Three-dimensional visualization model and stability analysis of arch dam-dam abutment[J]. 2008, 29(S1).
DOI:
ZHOU Xian-qi, XU Wei-ya, NIU Xin-qing, et al. Three-dimensional visualization model and stability analysis of arch dam-dam abutment[J]. 2008, 29(S1).DOI:
Three-dimensional visualization model and stability analysis of arch dam-dam abutment
Arch dam is an important type of dams due to its beautiful body and lower cost and so on. But it has a high requirement to the rock mass of dam abutment. The three-dimensional stability analysis of arch dam-dam abutment is done by using FLAC large deformation software in order to know the safe property.The three-dimensional geological visualization model is done by combined using Auto CAD and ANSYS due to the preprocessing shortage of FLAC software.The basic data information is processed by using Auto CAD
the element model is obtained by reprocessing the basic data information by using ANSYS software.The element model is turned into FLAC to do numerical calculation.Some useful conclusions are obtained by numeration analysis.