首页|厦门典型地层组合结构水头压力损失规律研究

厦门典型地层组合结构水头压力损失规律研究

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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.
Study on Water Head Loss Pattern in Typical Stratigraphic Combination Structure in Xiamen
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 thick-ness 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 thick-ness 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 rela-tional expression for water head loss Δh,soil mass permeability coefficient,soil layer thickness and water head pres-sure has been established.

Water head lossPore pressure propagationTypical stratumPermeability coefficient

刘子健、王佳、王华毅、赵聪、吴凡、臧万军

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厦门轨道建设发展集团有限公司,厦门 361000

西安中咨轨道交通工程有限公司,西安 710043

福建理工大学土木工程学院,福州 350108

水头损失 孔压传递 典型地层 渗透系数

福建省自然科学基金项目

2023J01344

2024

现代隧道技术
中铁西南科学研究院有限公司 中国土木工程学会隧道及地下工程分会

现代隧道技术

CSTPCD北大核心
影响因子:1.493
ISSN:1009-6582
年,卷(期):2024.61(3)
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