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通过地质分析与模型试验以及施工开挖期、运行期左岸船闸边坡安全监测及资料分析，总结了五强溪左岸船闸边坡蠕变岩体的变形破坏特征与机制。
Through the geological analysis and model test and the safety monitoring and data analysis of the left bank lock slope during excavation and operation, the characteristics and mechanism of deformation and failure of creep rock mass at the left bank of Wuqiangxi shiplock are summarized.