Integrated technology of visualizing simulation for three-dimensional underground cavern based on geotechnical strata information
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Integrated technology of visualizing simulation for three-dimensional underground cavern based on geotechnical strata information
Vol. 29, Issue 1, (2008)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:18 July 2013,
Published:2008
稿件说明:
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LI Shao-jun, FENG Xia-ting, WANG Wei, et al. Integrated technology of visualizing simulation for three-dimensional underground cavern based on geotechnical strata information[J]. 2008, 29(1).
DOI:
LI Shao-jun, FENG Xia-ting, WANG Wei, et al. Integrated technology of visualizing simulation for three-dimensional underground cavern based on geotechnical strata information[J]. 2008, 29(1).DOI:
Integrated technology of visualizing simulation for three-dimensional underground cavern based on geotechnical strata information
During the construction of large scale geotechnical projects
tunnels and cavern groups are of the common underground structures. In recent years
the technologies of GIS and virtual reality have become very attractive in this research field. However
due to the effect of complex in situ geological condition and spatial modelling algorithms
it is still a difficult and important subject for three-dimensional synthetic model building and visualization analysis toward strata and cavern. A new technique to build stratigraphic model is discussed based on three-dimensional grid data
it results in an adaptive algorithm to build strata model by multi-DEM(digital elevation models). Furthermore
the main subject of this paper related to simulation of three cavern excavated based on three-dimensional strata modeling is systematically discussed; through a series of complex algorithms such as three-dimensional entity model of cavern
subtraction of cavern and stratigraphic skirt
intersection between cavern and strata
the three-dimensional model of cavern including strata information is built finally. A typical case in relevant to a hydropower station is given at the end of this paper.