GCL hydration by lateritic soils under isothermal and heating/cooling cycles

被引:0
作者
Silva, J. W. B. [1 ]
Correia, N. S. [1 ]
Portelinha, F. H. M. [1 ]
机构
[1] Univ Fed Sao Carlos, Civil Engn Dept, Sao Carlos, SP, Brazil
来源
GEOSYNTHETICS: LEADING THE WAY TO A RESILIENT PLANET, 12ICG 2023 | 2024年
关键词
GEOSYNTHETIC CLAY LINERS;
D O I
10.1201/9781003386889-284
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent work has shown that GCL hydration by subgrade is influenced by a series of variables related to GCL characteristics, as well as subgrade initial moisture content, particle size and mineralogy. Another major variable is the effect of GCL exposure to daily thermal cycles during the landfill construction phase. Additionally, tropical climate conditions, such as in Brazil, result in the occurrence of lateritic fine soils, which present high moisture content and a particular mineralogy. The present study evaluated the GCL hydration by two lateritic subgrades (clay and clayey sand) under isothermal conditions and heating/cooling cycles. The isothermal analysis confirmed the influence of subgrade initial moisture content on GCL hydration since both soils with the highest moisture content showed 50% higher GCL hydration. GCL samples exposed to heating and cooling presented poor hydration, even at a higher subgrade moisture content, confirming the influence of thermal conditions on GCL hydration and properties. In comparison with studies of literature, lateritic soils showed higher GCL hydration speed than soils formed in temperate climates.
引用
收藏
页码:2113 / 2119
页数:7
相关论文
共 18 条
[1]   Interface transmissivity of conventional and multicomponent GCLs for three permeants [J].
AbdelRazek, A. Y. ;
Rowe, R. Kerry .
GEOTEXTILES AND GEOMEMBRANES, 2019, 47 (01) :60-74
[2]   Unsaturated behaviour and cation self-diffusion of geosynthetic clay liners in Antarctica [J].
Acikel, A. S. ;
Rowe, R. K. ;
McWatters, R. S. .
GEOSYNTHETICS INTERNATIONAL, 2021, 28 (04) :350-367
[3]   Time-dependent unsaturated behaviour of geosynthetic clay liners [J].
Acikel, A. S. ;
Gates, W. P. ;
Singh, R. M. ;
Bouazza, A. ;
Fredlund, D. G. ;
Rowe, R. K. .
CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (12) :1824-1836
[4]   Laboratory investigation of GCL hydration from clayey sand subsoil [J].
Anderson, R. ;
Rayhani, M. T. ;
Rowe, R. K. .
GEOTEXTILES AND GEOMEMBRANES, 2012, 31 :31-38
[5]   New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogy [J].
Bouazza, A. ;
Ali, M. A. ;
Gates, W. P. ;
Rowe, R. K. .
GEOSYNTHETICS INTERNATIONAL, 2017, 24 (02) :139-150
[6]   Landfill leachate treatment in Brazil - An overview [J].
Costa, Alyne Moraes ;
de Souza Marotta Alfaia, Raquel Greice ;
Campos, Juacyara Carbonelli .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2019, 232 :110-116
[7]   First order models to estimate methane generation in landfill: A case study in south Brazil [J].
da Silva, Nicole Fernandes ;
Schoeler, Guilherme Pereira ;
Lourenco, Vitor Alves ;
de Souza, Pierre Luz ;
Caballero, Cassia Brocca ;
Salamoni, Rafael Hollweg ;
Romani, Rubia Flores .
JOURNAL OF ENVIRONMENTAL CHEMICAL ENGINEERING, 2020, 8 (04)
[8]  
GRI-GCL3 Standard Specification, 2016, Test Methods, Required Properties, and Testing Frequencies of Geosynthetic
[9]   Performance-based indicators for controlling geosynthetic clay liners in landfill applications [J].
Guyonnet, Dominique ;
Touze-Foltz, Nathalie ;
Norotte, Veronique ;
Pothier, Catherine ;
Didier, Gerard ;
Gailhanou, Helene ;
Blanc, Philippe ;
Warmont, Fabienne .
GEOTEXTILES AND GEOMEMBRANES, 2009, 27 (05) :321-331
[10]   Impact of temperature on immediate and secondary compression of MSW with high and low food contents [J].
Portelinha, F. H. M. ;
Correia, N. S. ;
Daciolo, L. V. P. .
WASTE MANAGEMENT, 2020, 118 (118) :258-269