Research on hydraulic characteristics of partially clogged nonwoven geotextiles under pressure
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作者:
Li Fu-qiang
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机构:
Guangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R ChinaGuangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R China
Li Fu-qiang
[1
]
Wang Zhao
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机构:
Wuhan Univ, Sch Civil & Architectural Engn, Wuhan 430072, Hubei, Peoples R ChinaGuangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R China
Wang Zhao
[2
]
Chen Lun
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机构:
Tsinghua Univ, Dept Hydraul & Hydropower Engn, Beijing 100084, Peoples R ChinaGuangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R China
Chen Lun
[3
]
Hu Yan-jun
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机构:
Wuhan Univ, Sch Civil & Architectural Engn, Wuhan 430072, Hubei, Peoples R ChinaGuangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R China
Hu Yan-jun
[2
]
机构:
[1] Guangxi Elect Power Ind Survey & Design Inst, Nanning 530023, Peoples R China
[2] Wuhan Univ, Sch Civil & Architectural Engn, Wuhan 430072, Hubei, Peoples R China
[3] Tsinghua Univ, Dept Hydraul & Hydropower Engn, Beijing 100084, Peoples R China
A laboratory test program was conducted on partially clogged nonwoven geotextiles under pressure. The results of test showed that the presence of soil particles inside the geotextile reduced its compressibility and permittivity, a reduction factor (RF) of equivalent opening size was proposed during filtration. RF of 1.5-2.5 was suggested for the drainage of bank slope. The expression presented by Giroud (1996) demonstrated a satisfactory forecast of coefficient of permeability of non-clogged geotextiles under pressure. Comparison of measured and predicted permeability values for partially clogged geotextile specimens indicated that an expression of equivalent porosity has a better prediction of soil impregnated specimens under pressure.