Use of Replaceable Tubular Filter Element as a New Type of Horizontal Drains for Maintaining the Stability of Expansive Soil Slopes
Horizontal drains have been widely installed along expansive soil slopes to maintain slope stability. However, these drains typically get clogged with clay particles after several years of operation and must be maintained and replaced regularly. This paper proposes a new type of horizontal drain wit...
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Veröffentlicht in: | Geotechnical and geological engineering 2024-07, Vol.42 (5), p.4069-4086 |
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description | Horizontal drains have been widely installed along expansive soil slopes to maintain slope stability. However, these drains typically get clogged with clay particles after several years of operation and must be maintained and replaced regularly. This paper proposes a new type of horizontal drain with a replaceable tubular filter element (RTFE) to overcome the time-consuming nature and laborious replacement procedure of existing horizontal drains. Tests were conducted to compare its drainage performance with that of a conventional horizontal drain. The effects of horizontal drain clogging on the pore water pressure and slope stability were analyzed using the equivalent permeability coefficient of the expansive soil considering the adverse effects of cracks that are randomly distributed in the soil when the matrix suction exceeds the air-entry value. This coefficient was then used as one of the input parameters in the finite element analysis (FEA) for a hydro-mechanical coupling simulation. A replacement standard for the tubular filter element was established according to the numerical results, and the replacement method was explained. The study results showed that the RTFE-equipped horizontal drain was evidently superior to the conventional horizontal drain owing to the advantage of quick replacement. It can also effectively preserve the soil and prevent infiltration deformation caused by the loss of skeleton particles, implying a more economical, effective, and controllable means for the dewatering of expansive soil slopes. This study provides references for the construction and management of engineering projects involving horizontal drainage systems. |
doi_str_mv | 10.1007/s10706-024-02772-x |
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However, these drains typically get clogged with clay particles after several years of operation and must be maintained and replaced regularly. This paper proposes a new type of horizontal drain with a replaceable tubular filter element (RTFE) to overcome the time-consuming nature and laborious replacement procedure of existing horizontal drains. Tests were conducted to compare its drainage performance with that of a conventional horizontal drain. The effects of horizontal drain clogging on the pore water pressure and slope stability were analyzed using the equivalent permeability coefficient of the expansive soil considering the adverse effects of cracks that are randomly distributed in the soil when the matrix suction exceeds the air-entry value. This coefficient was then used as one of the input parameters in the finite element analysis (FEA) for a hydro-mechanical coupling simulation. A replacement standard for the tubular filter element was established according to the numerical results, and the replacement method was explained. The study results showed that the RTFE-equipped horizontal drain was evidently superior to the conventional horizontal drain owing to the advantage of quick replacement. It can also effectively preserve the soil and prevent infiltration deformation caused by the loss of skeleton particles, implying a more economical, effective, and controllable means for the dewatering of expansive soil slopes. 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However, these drains typically get clogged with clay particles after several years of operation and must be maintained and replaced regularly. This paper proposes a new type of horizontal drain with a replaceable tubular filter element (RTFE) to overcome the time-consuming nature and laborious replacement procedure of existing horizontal drains. Tests were conducted to compare its drainage performance with that of a conventional horizontal drain. The effects of horizontal drain clogging on the pore water pressure and slope stability were analyzed using the equivalent permeability coefficient of the expansive soil considering the adverse effects of cracks that are randomly distributed in the soil when the matrix suction exceeds the air-entry value. This coefficient was then used as one of the input parameters in the finite element analysis (FEA) for a hydro-mechanical coupling simulation. A replacement standard for the tubular filter element was established according to the numerical results, and the replacement method was explained. The study results showed that the RTFE-equipped horizontal drain was evidently superior to the conventional horizontal drain owing to the advantage of quick replacement. It can also effectively preserve the soil and prevent infiltration deformation caused by the loss of skeleton particles, implying a more economical, effective, and controllable means for the dewatering of expansive soil slopes. This study provides references for the construction and management of engineering projects involving horizontal drainage systems.</description><subject>Civil Engineering</subject><subject>Controllability</subject><subject>Cracks</subject><subject>Deformation</subject><subject>Deformation effects</subject><subject>Dewatering</subject><subject>Drainage</subject><subject>Drainage systems</subject><subject>Drains</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Engineers</subject><subject>Expansive soils</subject><subject>Finite element method</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Groundwater</subject><subject>Horizontal drains</subject><subject>Hydrogeology</subject><subject>Hydrostatic pressure</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Membrane permeability</subject><subject>Original Paper</subject><subject>Permeability</subject><subject>Permeability coefficient</subject><subject>Pore pressure</subject><subject>Pore water</subject><subject>Pore water pressure</subject><subject>Project management</subject><subject>Rain</subject><subject>Simulation</subject><subject>Slope stability</subject><subject>Soil permeability</subject><subject>Soil suction</subject><subject>Terrestrial Pollution</subject><subject>Waste Management/Waste Technology</subject><subject>Water pressure</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLAzEUhYMoWB9_wFXA9ehN5pHJUmp9gA_Qug5p56ampJMxSbV16x93bAV3Lg73cjnfuXAIOWFwxgDEeWQgoMqAF72E4NlqhwxYKfKMlVzukgHICrKc1XyfHMQ4BwBeARuQr5eI1Bv6hJ3TU9QTh3S8nCydDvTKuoSBjhwusE1UR6rpA37Q8brbMDc-2E_fJu3oZdC2jdT4QO_7LfWy7YymV6TPSU-ss2n9g4xWnW6jfe_P3jr67HyH8YjsGe0iHv_OQ_JyNRoPb7K7x-vb4cVdprnMU8YLBjkzopk2TV1K1LWQTW1KLBljWjKUUBhZ6EaWEzHlFTNMcwRZVFxII-v8kJxuc7vg35YYk5r7ZWj7lyoHkReVqDcuvnVNg48xoFFdsAsd1oqB-ilbbctWfdlqU7Za9VC-hWJvbmcY_qL_ob4BWo6C9g</recordid><startdate>20240701</startdate><enddate>20240701</enddate><creator>He, Weiming</creator><creator>Jiang, Zhaoqun</creator><creator>Shi, Shengwei</creator><creator>Cai, Qiang</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0003-2590-624X</orcidid></search><sort><creationdate>20240701</creationdate><title>Use of Replaceable Tubular Filter Element as a New Type of Horizontal Drains for Maintaining the Stability of Expansive Soil Slopes</title><author>He, Weiming ; 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However, these drains typically get clogged with clay particles after several years of operation and must be maintained and replaced regularly. This paper proposes a new type of horizontal drain with a replaceable tubular filter element (RTFE) to overcome the time-consuming nature and laborious replacement procedure of existing horizontal drains. Tests were conducted to compare its drainage performance with that of a conventional horizontal drain. The effects of horizontal drain clogging on the pore water pressure and slope stability were analyzed using the equivalent permeability coefficient of the expansive soil considering the adverse effects of cracks that are randomly distributed in the soil when the matrix suction exceeds the air-entry value. This coefficient was then used as one of the input parameters in the finite element analysis (FEA) for a hydro-mechanical coupling simulation. A replacement standard for the tubular filter element was established according to the numerical results, and the replacement method was explained. The study results showed that the RTFE-equipped horizontal drain was evidently superior to the conventional horizontal drain owing to the advantage of quick replacement. It can also effectively preserve the soil and prevent infiltration deformation caused by the loss of skeleton particles, implying a more economical, effective, and controllable means for the dewatering of expansive soil slopes. This study provides references for the construction and management of engineering projects involving horizontal drainage systems.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-024-02772-x</doi><tpages>18</tpages><orcidid>https://orcid.org/0000-0003-2590-624X</orcidid></addata></record> |
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subjects | Civil Engineering Controllability Cracks Deformation Deformation effects Dewatering Drainage Drainage systems Drains Earth and Environmental Science Earth Sciences Engineers Expansive soils Finite element method Geotechnical Engineering & Applied Earth Sciences Groundwater Horizontal drains Hydrogeology Hydrostatic pressure Mathematical models Mechanical properties Membrane permeability Original Paper Permeability Permeability coefficient Pore pressure Pore water Pore water pressure Project management Rain Simulation Slope stability Soil permeability Soil suction Terrestrial Pollution Waste Management/Waste Technology Water pressure |
title | Use of Replaceable Tubular Filter Element as a New Type of Horizontal Drains for Maintaining the Stability of Expansive Soil Slopes |
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