Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province
An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Hu WANG [verfasserIn] Huaijun GUO [verfasserIn] Yimin WANG [verfasserIn] Qiang XUE [verfasserIn] Kai WANG [verfasserIn] Xianfeng ZHA [verfasserIn] Xiaoyong WANG [verfasserIn] Pingping SUN [verfasserIn] Xiujuan CHENG [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Chinesisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
In: Zhongguo dizhi zaihai yu fangzhi xuebao - Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023, 33(2022), 3, Seite 51-60 |
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| Übergeordnetes Werk: |
volume:33 ; year:2022 ; number:3 ; pages:51-60 |
| Links: |
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| DOI / URN: |
10.16031/j.cnki.issn.1003-8035.2022.03-06 |
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| Katalog-ID: |
DOAJ087786974 |
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| 520 | |a An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. | ||
| 650 | 4 | |a geological disaster | |
| 650 | 4 | |a rock collapse | |
| 650 | 4 | |a structural control planes | |
| 650 | 4 | |a bedrock joints | |
| 650 | 4 | |a loess plateau | |
| 653 | 0 | |a Geology | |
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| 700 | 0 | |a Pingping SUN |e verfasserin |4 aut | |
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10.16031/j.cnki.issn.1003-8035.2022.03-06 doi (DE-627)DOAJ087786974 (DE-599)DOAJec5e84d9a0f449ec91f979187a22fefc DE-627 ger DE-627 rakwb chi QE1-996.5 Hu WANG verfasserin aut Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. geological disaster rock collapse structural control planes bedrock joints loess plateau Geology Huaijun GUO verfasserin aut Yimin WANG verfasserin aut Qiang XUE verfasserin aut Kai WANG verfasserin aut Xianfeng ZHA verfasserin aut Xiaoyong WANG verfasserin aut Pingping SUN verfasserin aut Xiujuan CHENG verfasserin aut In Zhongguo dizhi zaihai yu fangzhi xuebao Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023 33(2022), 3, Seite 51-60 (DE-627)573753172 (DE-600)2442169-8 10038035 nnns volume:33 year:2022 number:3 pages:51-60 https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/article/ec5e84d9a0f449ec91f979187a22fefc kostenfrei https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/toc/1003-8035 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 33 2022 3 51-60 |
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10.16031/j.cnki.issn.1003-8035.2022.03-06 doi (DE-627)DOAJ087786974 (DE-599)DOAJec5e84d9a0f449ec91f979187a22fefc DE-627 ger DE-627 rakwb chi QE1-996.5 Hu WANG verfasserin aut Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. geological disaster rock collapse structural control planes bedrock joints loess plateau Geology Huaijun GUO verfasserin aut Yimin WANG verfasserin aut Qiang XUE verfasserin aut Kai WANG verfasserin aut Xianfeng ZHA verfasserin aut Xiaoyong WANG verfasserin aut Pingping SUN verfasserin aut Xiujuan CHENG verfasserin aut In Zhongguo dizhi zaihai yu fangzhi xuebao Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023 33(2022), 3, Seite 51-60 (DE-627)573753172 (DE-600)2442169-8 10038035 nnns volume:33 year:2022 number:3 pages:51-60 https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/article/ec5e84d9a0f449ec91f979187a22fefc kostenfrei https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/toc/1003-8035 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 33 2022 3 51-60 |
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10.16031/j.cnki.issn.1003-8035.2022.03-06 doi (DE-627)DOAJ087786974 (DE-599)DOAJec5e84d9a0f449ec91f979187a22fefc DE-627 ger DE-627 rakwb chi QE1-996.5 Hu WANG verfasserin aut Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. geological disaster rock collapse structural control planes bedrock joints loess plateau Geology Huaijun GUO verfasserin aut Yimin WANG verfasserin aut Qiang XUE verfasserin aut Kai WANG verfasserin aut Xianfeng ZHA verfasserin aut Xiaoyong WANG verfasserin aut Pingping SUN verfasserin aut Xiujuan CHENG verfasserin aut In Zhongguo dizhi zaihai yu fangzhi xuebao Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023 33(2022), 3, Seite 51-60 (DE-627)573753172 (DE-600)2442169-8 10038035 nnns volume:33 year:2022 number:3 pages:51-60 https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/article/ec5e84d9a0f449ec91f979187a22fefc kostenfrei https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/toc/1003-8035 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 33 2022 3 51-60 |
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10.16031/j.cnki.issn.1003-8035.2022.03-06 doi (DE-627)DOAJ087786974 (DE-599)DOAJec5e84d9a0f449ec91f979187a22fefc DE-627 ger DE-627 rakwb chi QE1-996.5 Hu WANG verfasserin aut Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. geological disaster rock collapse structural control planes bedrock joints loess plateau Geology Huaijun GUO verfasserin aut Yimin WANG verfasserin aut Qiang XUE verfasserin aut Kai WANG verfasserin aut Xianfeng ZHA verfasserin aut Xiaoyong WANG verfasserin aut Pingping SUN verfasserin aut Xiujuan CHENG verfasserin aut In Zhongguo dizhi zaihai yu fangzhi xuebao Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023 33(2022), 3, Seite 51-60 (DE-627)573753172 (DE-600)2442169-8 10038035 nnns volume:33 year:2022 number:3 pages:51-60 https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/article/ec5e84d9a0f449ec91f979187a22fefc kostenfrei https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/toc/1003-8035 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 33 2022 3 51-60 |
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10.16031/j.cnki.issn.1003-8035.2022.03-06 doi (DE-627)DOAJ087786974 (DE-599)DOAJec5e84d9a0f449ec91f979187a22fefc DE-627 ger DE-627 rakwb chi QE1-996.5 Hu WANG verfasserin aut Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. geological disaster rock collapse structural control planes bedrock joints loess plateau Geology Huaijun GUO verfasserin aut Yimin WANG verfasserin aut Qiang XUE verfasserin aut Kai WANG verfasserin aut Xianfeng ZHA verfasserin aut Xiaoyong WANG verfasserin aut Pingping SUN verfasserin aut Xiujuan CHENG verfasserin aut In Zhongguo dizhi zaihai yu fangzhi xuebao Editorial Office of The Chinese Journal of Geological Hazard and Control, 2023 33(2022), 3, Seite 51-60 (DE-627)573753172 (DE-600)2442169-8 10038035 nnns volume:33 year:2022 number:3 pages:51-60 https://doi.org/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/article/ec5e84d9a0f449ec91f979187a22fefc kostenfrei https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2022.03-06 kostenfrei https://doaj.org/toc/1003-8035 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 33 2022 3 51-60 |
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Analysis on the main structural factors controlling rockfalls in downtown of Ansai, Shaanxi Province |
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An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. |
| abstractGer |
An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. |
| abstract_unstemmed |
An anticlinal structure with an axis plane along Yanhe river and a strike of about 330° is developed in the bedrock strata within the main urban area of AnSai County. In the bedrock strata, there are generally two groups of tensile joints parallel to the fold axis plane (320°-340°) and vertical (40°-60°), and two groups of conjugate shear joints diagonally intersecting the fold axis. The first group of conjugate shear joint planes struck direction near N-S (0°-10°) and near E-W (80°-90°), while the second group of conjugate shear joint planes strikes direction 100°-120° and 200°-210°. The multiple groups of joints with different strike directions developed in the bedrock have a strong control effect on the development of the collapse structure control plane with the same strike distribution in the study area. In the first group of conjugate shear joints, the near E-W (80°-90°) distributed joint planes control strongly the most developed collapse structure control planes in the study area, and it has the highest correlation with the development of rock collapse in the study area. Secondly, two groups of tensile joint planes control two groups of highly developed rock collapse structural control planes with the same strike, and the second group of conjugate shear joint planes controls two groups of relatively less developed rock collapse structural control planes with the same strike. |
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