Abstract

This paper focuses on the proposed new structure type of “concrete wall - rockfill dam combination structure”, through the comparison of the downstream slope ratio of concrete wall, contact mode with rockfill body, contact mode with bedrock, wall height and other parameters, and the comparison with conventional rockfill dam structure, this paper provides a reference for the selection of the combined structure type. This new type can greatly improve the stress state of the panel rockfill dam, and effectively enhance the maintainability of the panel rockfill dam, partially solve the current problems of the panel rockfill dam, and can be popularized and applied.

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