Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges Project, China

International Journal of Rock Mechanics and Mining Sciences

Volumn 39, Issue 2, 2002, Pages 165-184

  Sheng, Q ^a,b   Yue, Z Q ^c   Lee, C F ^c   Tham, L G ^c   Zhou, H ^a  

^a YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE   (China)

^b INSTITUTE OF ROCK AND SOIL MECHANICS   (China)

^c UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Cut slope; Excavation; Excavation disturbed zone; Rock mechanics; Shiplock; Three Gorges; Yangtze River

Indexed keywords

DATA REDUCTION; DEFORMATION; EXCAVATION; FINITE ELEMENT METHOD; GRANITE; SLOPE STABILITY;

ROCK MASSES;

ROCK MECHANICS;

CUTTING; DEFORMATION; DISTURBANCE; EXCAVATION; SLOPE STABILITY;

CHANGJIANG; CHINA; THREE GORGES PROJECT; YANGTZE RIVER;

EID: 0036478712     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00015-1     Document Type: Article

References (22)

1. Research on the stability and design principle for the shiplock slopes of the Three Gorges Project, China
2. Numerical simulation of the excavation and reinforcement of the high slope of TGP shiplocks
3. The excavation damage zone - An international perspective
4. Review of excavation disturbance measurements undertaken within the ZEDEX project
5. Planning, organization and execution of an EDZ experiment while excavating two test drifts by TBM boring and blasting respectively
6. Damage zone characterization in near field in the Swedish ZEDEX tunnel using in situ and laboratory measurements
7. Integrated characterization of a rock volume at the Aspo HRL utilized for an EDZ experiment
8. Examination of the excavation-disturbed zone in the Swedish ZEDEX tunnel using acoustic emission and ultrasonic velocity measurements
9. Behavior of rock slopes
10. Characterization of the disturbed zone in a large rock excavation for the Three Gorges Project
11. Geological investigation for the shiplock slopes of the Three Gorges Project
12. Experimental determination of the complete stress-strain curve and elasto-brittle-plastic model for the granite at TGP
13. Initial analysis of geostress field in the shiplock area of TGP
14. Two dimensional finite element analysis using the elasto-brittle-plastic model for the stability of the shiplock slopes at TGP
15. The numerical simulation of excavation and stress strain behavior analysis for the high slope of the TGP permanent ship locks
16. Three dimension finite element analysis using the elasto-brittle-plastic model for the stability of the shiplock slopes of TGP
17. Macro-constitutive model for brittle-plastic rock and its application
18. Elastic-brittle-plastic theory and numerical simulation of excavation for permanent shiplock of TGP
19. Displacement back-analysis for the high slope of the Three Gorges Project considering the effect of excavation unloading
20. Estimating mechanical rock mass parameters for the Three Gorges permanent shiplock using an intelligent displacement back analysis method
21. Displacement back analysis for a steep slope at the Three Gorges Project site
22. The feedback analysis of excavated rock slope