Engineering geomechanical analysis and monitoring-control in design and construction of the Wuqiangxi ship lock slope, China

Engineering Geology

Volumn 59, Issue 1-2, 2001, Pages 59-72

  Yang, Z F ^a   Shang, Y J ^a   Wang, S J ^a   Wang, C M ^b   Ke, T H ^b  

^a INSTITUTE OF GEOLOGY   (China)

^b Ministry of Electric Power   (China)

Author keywords

China; Monitoring control; Rock mass; Slope stability

Indexed keywords

ENGINEERING GEOLOGY; EXCAVATION; HYDROELECTRIC POWER PLANTS; LANDSLIDES; RIVERS; ROCKS; SANDSTONE; SLOPE STABILITY;

GEOMECHANICAL ANALYSIS;

SHIPS;

FAULT; HYDROELECTRIC POWER PLANT; MONITORING; PHYLLITE; SANDSTONE; SLATE; SLOPE DYNAMICS; SLOPE STABILITY; WEATHERING;

CHINA;

EID: 0035043944     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(00)00062-4     Document Type: Article

References (9)

1. Principles of geomechanical safety assessment for radioactive waste disposal in salt structures
2. The method of predicting the potential breaches in the design of geotechnical engineering
3. System science and its application in engineering geomechanics
4. Preliminary analysis for progressive failure of layered rock mass
5. The theory and practice for the supervisory control in the excavation of the ship lock slope of Wuqiangxi Hydroelectric Power Station
6. Study on the analogic method in geotechnical engineering