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真空预压过程中水分运移机理研究

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依托连云港炼化—徐圩电缆隧道项目,考虑真空预压过程中出现的非饱和硬壳层,通过开展室内模型试验,结合非饱和土相关理论研究了真空预压过程中的水分运移机理,结果表明:地下水位在抽真空过程中不断下降,上部土体变为非饱和状态,孔隙水压力出现负值;饱和区水分运移是不断汇入并向排水板汇聚的过程,非饱和区水分向排水板汇聚的同时产生汽化,在水分汽化与基质吸力增大的循环之下,孔隙水压力进一步减小,土体得以继续固结.
Study on Water Transport Mechanism During Vacuum Preloading Process
Based on the Lianyungang Refining and Chemical Xuwei Cable Tunnel Project,considering the unsaturated hard shell layer that occurs during the vacuum preloading process,indoor model tests were conducted to study the water transport mechanism during the vacuum preloading process,combined with relevant theories of unsaturated soil.The results showed that the groundwater level continuously de-creased during the vacuum pumping process,the upper soil became unsaturated,and the pore water pressure showed negative values;The transport of water in the saturated zone is a process of continuously merging and converging towards the drainage plate,while the water in the unsaturated zone converges towards the drainage plate and vaporizes.Under the cycle of water vaporization and increased matric suction,the pore water pressure further decreases,and the soil can continue to consolidate.

vacuum preloadinghard crust layerunsaturated theorywater transport mechanism

吴其海、吴跃东、刘坚、刘世旭

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河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210024

河海大学 岩土工程科学研究所,江苏 南京 210024

真空预压 硬壳层 非饱和理论 水分运移机理

2024

河北工程大学学报(自然科学版)
河北工程大学

河北工程大学学报(自然科学版)

CSTPCD
影响因子:0.543
ISSN:1673-9469
年,卷(期):2024.41(6)