Experiment On Prototype Structure And Theoretical Analysis For Large Tine-wall Reinforced Concrete Sluice

The main contents of this paper are listed as follows:1. Optimum design the shape of section and dimension of cross section of sluice.2. Research experiment method of prototype observation of structure under complex field conditions.3. Load behavior is studied by prototype experiment.4. Analyze the loading of the bottom slab of sluice in the way of elastic grade beam as well as points out the problems in the design program.5. Analyze load behavior of sluice with method of three-dimension non-linearity finite-element method.6. Aanalyze and evaluate comprehensively safety of sluice loaded from experiment and theory.7. Explore the duration of sluice and anylyze its economy benefits macroscopically.