The invention relates to the technical field of reservoir structure
safety control in water conservancy projects, in particular to an anti-sliding stability control method under the working condition of two-way sudden
water level drop of a plain reservoir partition dam, which comprises the following steps: S1, working condition initialization and boundary condition definition; s2, carrying out seepage-stress
coupling analysis; s3, solving an anti-sliding
stability coefficient; s4, performing multi-objective optimization on the structural parameters; s5, verifying the efficiency of the waterproof and drainage
system; s6, construction parameter
simulation: fitting a
soil material dry density-
water content relationship through compaction
test data, and determining an optimal construction
water content and compaction degree parameter; and S7, performing dynamic early warning in an operation period. The anti-slip
stability coefficient is accurately solved by constructing the seepage-stress
bidirectional coupling analysis model and combining the strip division method, the internal mechanical response and potential slip crack surface characteristics of the dam body under the working condition of bidirectional sudden
water level drop can be accurately captured, the anti-slip stability evaluation error is reduced, and a reliable quantitative basis is provided for safety management and control of the partition dam.