The current design code for earth-rock dams (DL/T5395-2007)specifies that it applies only to earth-rock dams up to 200 m in height. With new developments in dam design and construction technology,design safety standards must be established for slopes of earth-rock dams more than 200 m high. Based on the theory of relative safety, the reliability index and safety factors associated with mapping should have the same platform.The permissible slope stability reliability indicator for a rolled earth-rock dam less than 200 m high, as specified by the current design code,is 4.2.Based on risk management principles,an allowable slope stability reliability indicator for a 200~250 m high earth-rock dam is 4.45,and that for a 250~300 m high earth-rock dam is 4.7.The corresponding slope stability safety factors for high earth-rock dams under seismic condition are 1.35 and 1.4,respectively.Slope stability safety factors for high earth rock dams under various seismic conditions were shown to meet safety standards.
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李斌,孙平,王琳.高土石坝地震工况坝坡稳定安全系数研究[J].地震工程学报,2014,36(1):585-591. LI Bin, SUN Ping, WANG Lin. Research on Slope Stability Safety Factors of a High Earth rock Dam under Seismic Conditions[J]. China Earthquake Engineering Journal,2014,36(1):585-591.