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Keywords: Gorge Project
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Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-102
... I11l11l11g.rccogruze slope stability model. recognize nonlinear COnStilutive model, and back analyze rock mass mechanical parameters for permanent shiplock in Three Gorges Project arc also given. I. INTRODUCTION The stabilily of rock engineering is affected by many factors such as geological conditions, goo-stress...
Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-115
...An optimization of the contour blasting method during the excavation of the rock slope at the Three Gorges Project LU WENBO Wuhan University, Wuhan 430072, PR.China ABSTRACT: On the basis of the theoretical analysis of the blast induced damage in the remaining rock mass. questions such as tl~c O...
Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-020
.... If the rock mass is excavated, the residual stress would be further released. For example. the rock mass of the Three Gorges Project permanent ship-lock slopes had ever undergone six great structural actions: Before Jinning (Dynasty) action, Jinning (Dynasty) action, Chengjiang action, Yinzhi action. Yanshan...
Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-098
... ABSTRACT: The middle-isolation piers is one of the key structures of permanent shiplock of Three Gorges Project on Yangtze River. China. This paper deals with the study on forecast deformation of middle-isolation piers of the second shiplock chamber. The time series analysis and grey system...

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