3D geo-mapping based on surface data for preliminary study of underground works: A case study in Val Topina (Central Italy)

被引:21
作者
Tonini, Andrea [1 ]
Guastaldi, Enrico
Massa, Giovanni
Conti, Paolo
机构
[1] Univ Siena, CGT Ctr GeoTecnol, I-52027 San Giovanni Valdarno, AR, Italy
关键词
tunnelling; 3D modelling; GIS; CAD; structural geology;
D O I
10.1016/j.enggeo.2008.02.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper reports a geological modelling procedure suitable for the reconstruction of three-dimensional models and for applications in preliminary tunnelling studies. The geological modelling is based on field survey data stored and organized in a database using a Geographic Information System (GIS) and then exported in a Computer Aided Design (CAD) software system, which is used to create the geometrical model. The main steps of the elaboration are: 1. reconstruction of the Digital Terrain Model; 2. calculation of elevation for the 2D geological data; 3. reconstruction of geological cross-sections oriented perpendicular to the geo-structural (fold) axis (geological profiles) by means of down-plunge projection; 4. modelling of the geological surfaces via NURBS interpolation. A model built in this way can be used to automatically create sub-horizontal geological cross-sections at tunnel level or vertical cross-sections along the alignments in order to define accurately the geo-lithological characteristics along each underground segment during excavation and to calculate the segments lengths in every geological formation along the tunnel. The authors delineate the procedure through a simple, and yet exhaustive, case study carried out in order to choose the optimal path for the Foligno-Nocera Umbra railway (mainly in tunnel) to be realised in Val Topina (Umbria Region, Italy). (c) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:61 / 69
页数:9
相关论文
共 23 条
[1]  
[Anonymous], 2001, Digital Elevation Models and Technologies and Applications
[2]  
ARTIOLI GP, 1997, QUADERNI SERIE 3 SER, V6
[3]  
BARCHI M, 2002, B SOC GEOL ITAL, V1, P855
[4]  
Bonham-Carter G., 1994, GEOGRAPHIC INFORM SY
[5]  
Calamita F., 1990, MEMORIE SOCIETA GEOL, V45, P607
[6]  
Davis J.C., 1986, STAT DATA ANAL GEOLO, V2nd
[7]   Interpretive tools for 3-D structural geological modeling part I: Bezier-based curves, ribbons and grip frames [J].
De Kemp, EA ;
Sprague, KB .
GEOINFORMATICA, 2003, 7 (01) :55-71
[8]   3D-GSIS geotechnical modelling of tunnel intersection in soft ground: the Second Heinenoord Tunnel, Netherlands [J].
Elkadi, AS ;
Huisman, M .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2002, 17 (04) :363-369
[9]  
FISHER T R, 1990, GEOBYTE, V5, P39
[10]   Three and more dimensional modelling in geo-engineering [J].
Hack, Robert ;
Orlic, Bogdan ;
Ozmutlu, Senol ;
Zhu, Sicai ;
Rengers, Nick .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2006, 65 (02) :143-153