Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale
ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate th...
Ausführliche Beschreibung
Autor*in: |
Silvio Romero de Melo Ferreira [verfasserIn] Arthur Gomes Dantas Araújo [verfasserIn] Martha Maria Bezerra Santos [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
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2023 |
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Übergeordnetes Werk: |
In: Revista Brasileira de Ciência do Solo - Sociedade Brasileira de Ciência do Solo, 2004, 47(2023) |
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Übergeordnetes Werk: |
volume:47 ; year:2023 |
Links: |
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DOI / URN: |
10.36783/18069657rbcs20230055 |
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Katalog-ID: |
DOAJ090993705 |
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10.36783/18069657rbcs20230055 doi (DE-627)DOAJ090993705 (DE-599)DOAJ0487945f23784e6183c91d7da519a32e DE-627 ger DE-627 rakwb eng S1-972 Silvio Romero de Melo Ferreira verfasserin aut Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. expansive clay vegetation expansion contraction wetting and drying cycles Agriculture (General) Arthur Gomes Dantas Araújo verfasserin aut Martha Maria Bezerra Santos verfasserin aut In Revista Brasileira de Ciência do Solo Sociedade Brasileira de Ciência do Solo, 2004 47(2023) (DE-627)387480218 (DE-600)2145594-6 18069657 nnns volume:47 year:2023 https://doi.org/10.36783/18069657rbcs20230055 kostenfrei https://doaj.org/article/0487945f23784e6183c91d7da519a32e kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-06832023000100408&tlng=en kostenfrei https://doaj.org/toc/1806-9657 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 47 2023 |
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10.36783/18069657rbcs20230055 doi (DE-627)DOAJ090993705 (DE-599)DOAJ0487945f23784e6183c91d7da519a32e DE-627 ger DE-627 rakwb eng S1-972 Silvio Romero de Melo Ferreira verfasserin aut Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. expansive clay vegetation expansion contraction wetting and drying cycles Agriculture (General) Arthur Gomes Dantas Araújo verfasserin aut Martha Maria Bezerra Santos verfasserin aut In Revista Brasileira de Ciência do Solo Sociedade Brasileira de Ciência do Solo, 2004 47(2023) (DE-627)387480218 (DE-600)2145594-6 18069657 nnns volume:47 year:2023 https://doi.org/10.36783/18069657rbcs20230055 kostenfrei https://doaj.org/article/0487945f23784e6183c91d7da519a32e kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-06832023000100408&tlng=en kostenfrei https://doaj.org/toc/1806-9657 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 47 2023 |
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10.36783/18069657rbcs20230055 doi (DE-627)DOAJ090993705 (DE-599)DOAJ0487945f23784e6183c91d7da519a32e DE-627 ger DE-627 rakwb eng S1-972 Silvio Romero de Melo Ferreira verfasserin aut Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. expansive clay vegetation expansion contraction wetting and drying cycles Agriculture (General) Arthur Gomes Dantas Araújo verfasserin aut Martha Maria Bezerra Santos verfasserin aut In Revista Brasileira de Ciência do Solo Sociedade Brasileira de Ciência do Solo, 2004 47(2023) (DE-627)387480218 (DE-600)2145594-6 18069657 nnns volume:47 year:2023 https://doi.org/10.36783/18069657rbcs20230055 kostenfrei https://doaj.org/article/0487945f23784e6183c91d7da519a32e kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-06832023000100408&tlng=en kostenfrei https://doaj.org/toc/1806-9657 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 47 2023 |
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10.36783/18069657rbcs20230055 doi (DE-627)DOAJ090993705 (DE-599)DOAJ0487945f23784e6183c91d7da519a32e DE-627 ger DE-627 rakwb eng S1-972 Silvio Romero de Melo Ferreira verfasserin aut Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. expansive clay vegetation expansion contraction wetting and drying cycles Agriculture (General) Arthur Gomes Dantas Araújo verfasserin aut Martha Maria Bezerra Santos verfasserin aut In Revista Brasileira de Ciência do Solo Sociedade Brasileira de Ciência do Solo, 2004 47(2023) (DE-627)387480218 (DE-600)2145594-6 18069657 nnns volume:47 year:2023 https://doi.org/10.36783/18069657rbcs20230055 kostenfrei https://doaj.org/article/0487945f23784e6183c91d7da519a32e kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-06832023000100408&tlng=en kostenfrei https://doaj.org/toc/1806-9657 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 47 2023 |
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Cracking process in expansive soil with and without vegetation covers in dry and rainy seasons at field scale |
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ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. |
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ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. |
abstract_unstemmed |
ABSTRACT The presence of desiccation cracks in the soil alters its hydromechanical behavior, increasing the soil's water infiltration capacity, mobilizing the potential for expansion. This may affect the performance of the structural elements of the construction. This study aimed to evaluate the mechanics of expansion, contraction and cracking of the expansive soil of Paulista - Pernambuco, Brazil, through field trials, subject to wetting cycles and drying. The studied soil is a sandy silty clay of high compressibility with medium to very high expansion potential. The process of formation and propagation of cracks was analyzed using digital images and the monitoring of samples subjected to drying and wetting cycles. The indices of crack geometry increased with the advancement of desiccation but did not stabilize. During the wetting period, they tend to close. The pattern of cracks in the tests varied according to the presence or absence of vegetation. It was concluded that the vegetation cover has a significant influence on the standardization and the crack formation and propagation process. |
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|
score |
7.3989916 |