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结合滨州黄河公路大桥桥头高填土路基的具体情况,综合分析了高填土路基的沉降机理和影响沉降量的部位,对黄河冲积土的力学性质和固结特性,提出了一套完整的综合加固技术方案,通过综合加固技术的应用实施及全面的观测和数据分析,证实了综合加固技术理论的可靠性和实用性,为今后高填土路基的加固提供了理论依据和工程实践经验。
Combining with the specific circumstances of the high embankment at the bridge head of Binzhou Yellow River Highway Bridge, the settlement mechanism of high fill roadbed and the site of settlement are analyzed. Based on the mechanical properties and consolidation characteristics of the alluvial soil of the Yellow River, a complete set of comprehensive Through the application and implementation of comprehensive reinforcement technology and comprehensive observation and data analysis, it confirms the reliability and practicability of the theory of integrated reinforcement technology and provides theoretical basis and engineering practice experience for the reinforcement of high fill roadbed in the future.