Effect of nonlinear shear strength characteristic on the slope stability of super high rockfill dam

Key Engineering Materials

Volumn 353-358, Issue PART 4, 2007, Pages 2732-2735

  Chen, Lihong ^a   Yang, Jian ^b   Yuan, Youren ^c   Sun, Tao ^d  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b Institute of Water Resources and Hydropower Research   (China)

^c Kunming Hydroelectric Investigation   (China)

^d CHENGDU AIRCRAFT DESIGN AND RESEARCH INSTITUTE   (China)

Author keywords

Dam; Limit equilibrium; Nonlinear shear strength; Rockfill; Slope stability

Indexed keywords

SAFETY FACTOR; SHEAR STRENGTH; SLOPE STABILITY;

LIMIT EQUILIBRIUM; NONLINEAR SHEAR STRENGTH; ROCKFILL DAMS;

DAMS;

EID: 36049012401     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: 10.4028/0-87849-456-1.2732     Document Type: Conference Paper

References (5)

1. Chinese design code for rolled earth-rock fill dams, SL274-2001
2. C.Q. Guo: Chinese Journal of Hydraulic and hydroelectric technology Vol.24 (1993), p. 2 - 4
3. Q.F. Lv, Z.Z Yin: Chinese Journal of Rock Mechanics and Engineering Vol.24 (2004), p. 2708-2711
4. Chinese water resources and hydropower engineering geological investigation. GB50287-99
5. Z.Y. Chen: Soil slope stability analysis -theory, methodology and program. (Chinese Hydraulic Press, Beijing 2004)