3D-GSIS geotechnical modelling of tunnel intersection in soft ground: the Second Heinenoord Tunnel, Netherlands-Reference-Cited by-同舟云学术

3D-GSIS geotechnical modelling of tunnel intersection in soft ground: the Second Heinenoord Tunnel, Netherlands

Published:2002-10 Issue:4 Volume:17 Page:363-369
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Elkadi A.S,Huisman M

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference9 articles.

1. Monitoring pilot projects using bored tunnelling: the Second Heinenoord Tunnel and the Botlek Rail Tunnel;Bakker;Tunnelling and Underground Space Technology,1999

2. A mapping approach to three-dimensional modelling;Belcher,1992

3. Krachtbalans en effectiviteit boorproces—Tweede Heinenoord Tunnel, K 100-W-103;Huisman,1999

4. Janse, E., Poel, J.T., van der, 1997. Second Heinenoord Tunnel Geotechnical Aspects of The Design of Shallow Bored Tunnels in Soils and Soft Rocks; Recommendations of the ISSMFE Working Committee, ERTC 9. Ernst, Berlin, Germany, pp. 55–63

5. LWI/COB, 1999. Rapport 3D Modellering Heinenoord: Visualisatie van driedimensionale datasets met behulp van driedimensionale Geografische Informatie Systemen (3D-GIS). Produktgroep 1, Informatie en Communicatie Technologie, 4de fase-Visulatie 3D-GIS–activiteit 520, Centrum voor Ondergronds Bouwen (COB), Project L300, Monitoring graffront boorproces, activiteit 3.8: Integratieplatform; Gouda: Centre for Civil Engineering Research and Codes (CUR) (in Dutch)

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