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现代隧道技术 2024, Vol. 61 Issue (3) :212-219    DOI:
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厦门典型地层组合结构水头压力损失规律研究
(1.厦门轨道建设发展集团有限公司,厦门 361000;2.西安中咨轨道交通工程有限公司,西安 710043; 3.福建理工大学土木工程学院,福州 350108)
Study on Water Head Loss Pattern in Typical Stratigraphic Combination Structure in Xiamen
(1. Xiamen Rail Construction Development Group Co., Ltd., Xiamen 361000; 2. Xi'an Zhongzi Rail Transit Engineering Co., Ltd.,Xi'an 710043; 3. School of Civil Engineering, Fujian University of Technology, Fuzhou 350108)
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摘要 地下水在弱透水地层中渗流时,孔隙水压力沿程发生不同程度的损失,且受土体的渗透系数、土层厚度及水头压力等诸多因素影响。通过开展组合地层结构在不同水头压力下的水头损失模型试验,探讨孔隙水压力在弱透水地层中的传递规律。结果表明:在组合地层结构中,孔隙水压力随着土层深度的增加而减小,在各土层分界面处存在突变现象,且强透水土层中形成微承压水;水头损失大小与水头压力、土层厚度呈正相关关系,而与土层的渗透系数呈负相关关系;根据试验结果建立了水头损失Δh与土体的渗透系数、土层厚度及水头压力的关系表达式。
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刘子健1 王 佳2 王华毅1 赵 聪2 吴 凡1 臧万军3
关键词水头损失   孔压传递   典型地层   渗透系数     
Abstract: During groundwater seepage in weakly permeable stratum, pore water pressure loss happens along the seepage path, and such loss is affected by many factors such as soil mass permeability coefficient, soil layer thickness and water head pressure. The model test on water head loss of composite stratum structure under different water head pressures has been conducted, to investigate how the pore water pressure is propagated in weakly permeable stratum. As the results indicate: In composite stratum structure, pore water pressure decreases as the soil layer thickness increases, pressure jump happens at the interfaces between the soil layers, and feeble confined water occurs in the highly permeable stratum; the water head loss is in positive correlation with water head pressure and soil layer thickness, but in negative correlation with the soil layer permeability coefficient; by using the test results, the relational expression for water head loss Δh, soil mass permeability coefficient, soil layer thickness and water head pressure has been established.
KeywordsWater head loss,   Pore pressure propagation,   Typical stratum,   Permeability coefficient     
基金资助:福建省自然科学基金项目(2023J01344) .
作者简介: 刘子健(1995-),男,硕士研究生,主要从事岩土工程勘察设计工作,E-mail:lzjkyzh@126.com. 通讯作者:臧万军(1975-),男,博士,教授,硕士生导师,主要从事隧道及地下工程领域的教学与研究工作,E-mail:63084714@qq.com.
引用本文:   
刘子健1 王 佳2 王华毅1 赵 聪2 吴 凡1 臧万军3 .厦门典型地层组合结构水头压力损失规律研究[J]  现代隧道技术, 2024,V61(3): 212-219
LIU Zijian1 WANG Jia2 WANG Huayi1 ZHAO Cong2 WU Fan1 ZANG Wanjun3 .Study on Water Head Loss Pattern in Typical Stratigraphic Combination Structure in Xiamen[J]  MODERN TUNNELLING TECHNOLOGY, 2024,V61(3): 212-219
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