Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge
Surcharge loading on slopes is a prevalent engineering practice that can precipitate landslides, posing significant risks to construction integrity and safety. This study elucidates the impact of surcharge loading on mixed soil–rock slopes and benchmarks their response against that of pure soil slop...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2024-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2024/6255431 |
| _version_ | 1797305398420570112 |
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| author | Yi Zhang Fan Zhang Qingbo Yi Guanzhu Jiang Juncheng Xie |
| author_facet | Yi Zhang Fan Zhang Qingbo Yi Guanzhu Jiang Juncheng Xie |
| author_sort | Yi Zhang |
| collection | DOAJ |
| description | Surcharge loading on slopes is a prevalent engineering practice that can precipitate landslides, posing significant risks to construction integrity and safety. This study elucidates the impact of surcharge loading on mixed soil–rock slopes and benchmarks their response against that of pure soil slopes under analogous loading conditions. Investigating damage manifestations, this research quantifies the distribution of plastic zones, the morphological alterations of slopes at characteristic stages, the dynamics of slip velocity at monitoring points, and the extent of landslide run-out. The material point method is adopted for its proficiency in simulating large deformation scenarios. Two-dimensional models of a representative soil–rock mixed slope and a pure soil slope are meticulously crafted using digital image processing techniques. The distinct damage profiles exhibited by the mixed and pure soil slopes are compared. The comparative assessment elucidates the distinct damage patterns of different slopes, enhancing the understanding of their behavior under variable surcharge intensities and contributing to the discourse on slope stability assessments. |
| first_indexed | 2024-03-08T00:25:22Z |
| format | Article |
| id | doaj.art-edb39e8510b94813ab87405db799cefb |
| institution | Directory Open Access Journal |
| issn | 1687-8094 |
| language | English |
| last_indexed | 2024-03-08T00:25:22Z |
| publishDate | 2024-01-01 |
| publisher | Hindawi Limited |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj.art-edb39e8510b94813ab87405db799cefb2024-02-16T00:00:02ZengHindawi LimitedAdvances in Civil Engineering1687-80942024-01-01202410.1155/2024/6255431Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by SurchargeYi Zhang0Fan Zhang1Qingbo Yi2Guanzhu Jiang3Juncheng Xie4Powerchina Guiyang Engineering Corporation LimitedPowerchina Guiyang Engineering Corporation LimitedPowerchina Guiyang Engineering Corporation LimitedPowerchina Guiyang Engineering Corporation LimitedPowerchina Guiyang Engineering Corporation LimitedSurcharge loading on slopes is a prevalent engineering practice that can precipitate landslides, posing significant risks to construction integrity and safety. This study elucidates the impact of surcharge loading on mixed soil–rock slopes and benchmarks their response against that of pure soil slopes under analogous loading conditions. Investigating damage manifestations, this research quantifies the distribution of plastic zones, the morphological alterations of slopes at characteristic stages, the dynamics of slip velocity at monitoring points, and the extent of landslide run-out. The material point method is adopted for its proficiency in simulating large deformation scenarios. Two-dimensional models of a representative soil–rock mixed slope and a pure soil slope are meticulously crafted using digital image processing techniques. The distinct damage profiles exhibited by the mixed and pure soil slopes are compared. The comparative assessment elucidates the distinct damage patterns of different slopes, enhancing the understanding of their behavior under variable surcharge intensities and contributing to the discourse on slope stability assessments.http://dx.doi.org/10.1155/2024/6255431 |
| spellingShingle | Yi Zhang Fan Zhang Qingbo Yi Guanzhu Jiang Juncheng Xie Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge Advances in Civil Engineering |
| title | Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge |
| title_full | Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge |
| title_fullStr | Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge |
| title_full_unstemmed | Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge |
| title_short | Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge |
| title_sort | material point method based simulation of run out characteristics for a soil rock mixed landslide induced by surcharge |
| url | http://dx.doi.org/10.1155/2024/6255431 |
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