An Improved Large-Scale Stress-Controlled Apparatus for Long-Term Seepage Study of Coarse-Grained Cohesive Soils

An Improved Large-Scale Stress-Controlled Apparatus for Long-Term Seepage Study of Coarse-Grained Cohesive Soils

Clay–gravel mixture has been widely used in high embankment dams and understanding its seepage characteristics is critical to dam safety. From the instrumental perspective, the realization of continuous pressurized water supply becomes a key technical challenge, significantly restricting the working...

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Bibliographic Details
Main Authors: Chenghao Chen, Shengshui Chen, Shiang Mei, Shaoyang Han, Xian Zhang, Yi Tang
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Sensors
Subjects:
clay–gravel mixture
non-stop water provision
high hydraulic pressure
long-term seepage
stress relaxation
Online Access:https://www.mdpi.com/1424-8220/21/18/6280

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