Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading
Despite reports on previous research associated with the dynamic strength of mudded intercalations during cyclic loading, a systematic investigation of the impact factors of this strength is still valuable. This work aimed at experimentally revealing the impact factors of the strength along with the...
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/5805294 |
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| author | Changbin Yan Xiao Xu Lei Huang |
| author_facet | Changbin Yan Xiao Xu Lei Huang |
| author_sort | Changbin Yan |
| collection | DOAJ |
| description | Despite reports on previous research associated with the dynamic strength of mudded intercalations during cyclic loading, a systematic investigation of the impact factors of this strength is still valuable. This work aimed at experimentally revealing the impact factors of the strength along with their impacts. The potential impact factors considered in this work include (i) water content, (ii) clay mineral composition, (iii) clay content, (iv) confining pressure, and (v) cyclic failure time. Specimens of mudded intercalations were collected from China and were remolded and prepared for a dynamic triaxial test under cyclic loads. The test results showed that the dynamic strength is impacted by water content (strongly), clay mineral composition (moderately), confining pressure (moderately), and cyclic failure time (weakly); no significant impact of clay content was detected. Moreover, the dynamic cohesion is correlated with clay mineral composition (strongly), water content (moderately), and cyclic failure time (weakly); no significant correlation with clay content or confining pressure was detected. Finally, the dynamic friction angle is correlated with water content (strongly), clay content (moderately), and cyclic failure time (weakly); no significant correlation with clay mineral composition or confining pressure was detected. |
| format | Article |
| id | doaj-art-20eb94f10e384c18ad9da54e98b4a3d7 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-20eb94f10e384c18ad9da54e98b4a3d72025-08-20T03:54:57ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/58052945805294Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic LoadingChangbin Yan0Xiao Xu1Lei Huang2School of Civil Engineering, Zhengzhou University, Zhengzhou, Henan 450001, ChinaSchool of Civil Engineering, Zhengzhou University, Zhengzhou, Henan 450001, ChinaDepartment of Engineering Geology and Geotechnical Engineering, Faculty of Engineering, China University of Geosciences, Wuhan, Hubei 430074, ChinaDespite reports on previous research associated with the dynamic strength of mudded intercalations during cyclic loading, a systematic investigation of the impact factors of this strength is still valuable. This work aimed at experimentally revealing the impact factors of the strength along with their impacts. The potential impact factors considered in this work include (i) water content, (ii) clay mineral composition, (iii) clay content, (iv) confining pressure, and (v) cyclic failure time. Specimens of mudded intercalations were collected from China and were remolded and prepared for a dynamic triaxial test under cyclic loads. The test results showed that the dynamic strength is impacted by water content (strongly), clay mineral composition (moderately), confining pressure (moderately), and cyclic failure time (weakly); no significant impact of clay content was detected. Moreover, the dynamic cohesion is correlated with clay mineral composition (strongly), water content (moderately), and cyclic failure time (weakly); no significant correlation with clay content or confining pressure was detected. Finally, the dynamic friction angle is correlated with water content (strongly), clay content (moderately), and cyclic failure time (weakly); no significant correlation with clay mineral composition or confining pressure was detected.http://dx.doi.org/10.1155/2018/5805294 |
| spellingShingle | Changbin Yan Xiao Xu Lei Huang Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading Advances in Civil Engineering |
| title | Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading |
| title_full | Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading |
| title_fullStr | Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading |
| title_full_unstemmed | Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading |
| title_short | Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading |
| title_sort | identifying the impact factors of the dynamic strength of mudded intercalations during cyclic loading |
| url | http://dx.doi.org/10.1155/2018/5805294 |
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