Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides
Engineering geological conditions in our country are complex and diverse. Many high-rise buildings, bridges, and launch towers are inevitably built on high and steep slopes. Heavy rain, earthquake, human engineering activities, and other factors lead to frequent landslides, soil creep deformation, a...
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Wiley
2022-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2022/7090309 |
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| author | Kai Guo Mingxin Zheng Yongjiang Ren |
| author_facet | Kai Guo Mingxin Zheng Yongjiang Ren |
| author_sort | Kai Guo |
| collection | DOAJ |
| description | Engineering geological conditions in our country are complex and diverse. Many high-rise buildings, bridges, and launch towers are inevitably built on high and steep slopes. Heavy rain, earthquake, human engineering activities, and other factors lead to frequent landslides, soil creep deformation, and overall sliding, resulting in a certain bending moment and flexural deformation of foundation piles, may cause damage to the substructure and foundation pile failure, and then endanger the safety of the superstructure. In the past, bridge pile group foundation was used in bridge pile foundation engineering to improve the impact situation, but the stress environment of bridge pile foundation in landslide is obviously different from that of bridge pile foundation in the flat area. The large deformation of soil in front of the pile will easily cause the phenomenon of soil sliding and peeling, which will increase the technical difficulty of antislide pile construction. Based on this, this study firstly briefly introduces the relevant theories and technologies of railway landslide antislide pile technology and then establishes the static model of railway landslide antislide piles with different nanomaterials. Finally, the reinforcement technology of different nanomaterial antislide piles for railway landslide is expounded, which can provide guarantee for the application of different nanomaterial antislide piles for railway landslide. The results show that the preloading is carried out according to 1/10 of the design load to reduce the void between the soils. After the load is maintained for 2 hours, the load is unloaded to 0, and good skid resistance can be obtained. |
| format | Article |
| id | doaj-art-647507a9f7a6422fa6dce509b1194840 |
| institution | Kabale University |
| issn | 1687-8442 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-647507a9f7a6422fa6dce509b11948402025-02-03T06:00:26ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/7090309Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway LandslidesKai Guo0Mingxin Zheng1Yongjiang Ren2School of Civil Engineering and ArchitectureSchool of Transportation EngineeringJiangxi Gannan Highway Investigation Designing InstituteEngineering geological conditions in our country are complex and diverse. Many high-rise buildings, bridges, and launch towers are inevitably built on high and steep slopes. Heavy rain, earthquake, human engineering activities, and other factors lead to frequent landslides, soil creep deformation, and overall sliding, resulting in a certain bending moment and flexural deformation of foundation piles, may cause damage to the substructure and foundation pile failure, and then endanger the safety of the superstructure. In the past, bridge pile group foundation was used in bridge pile foundation engineering to improve the impact situation, but the stress environment of bridge pile foundation in landslide is obviously different from that of bridge pile foundation in the flat area. The large deformation of soil in front of the pile will easily cause the phenomenon of soil sliding and peeling, which will increase the technical difficulty of antislide pile construction. Based on this, this study firstly briefly introduces the relevant theories and technologies of railway landslide antislide pile technology and then establishes the static model of railway landslide antislide piles with different nanomaterials. Finally, the reinforcement technology of different nanomaterial antislide piles for railway landslide is expounded, which can provide guarantee for the application of different nanomaterial antislide piles for railway landslide. The results show that the preloading is carried out according to 1/10 of the design load to reduce the void between the soils. After the load is maintained for 2 hours, the load is unloaded to 0, and good skid resistance can be obtained.http://dx.doi.org/10.1155/2022/7090309 |
| spellingShingle | Kai Guo Mingxin Zheng Yongjiang Ren Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides Advances in Materials Science and Engineering |
| title | Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides |
| title_full | Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides |
| title_fullStr | Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides |
| title_full_unstemmed | Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides |
| title_short | Data Analysis of the Effect of Different Nanomaterials on Antislide Pile Performance in Railway Landslides |
| title_sort | data analysis of the effect of different nanomaterials on antislide pile performance in railway landslides |
| url | http://dx.doi.org/10.1155/2022/7090309 |
| work_keys_str_mv | AT kaiguo dataanalysisoftheeffectofdifferentnanomaterialsonantislidepileperformanceinrailwaylandslides AT mingxinzheng dataanalysisoftheeffectofdifferentnanomaterialsonantislidepileperformanceinrailwaylandslides AT yongjiangren dataanalysisoftheeffectofdifferentnanomaterialsonantislidepileperformanceinrailwaylandslides |