التفاصيل البيبلوغرافية
| العنوان: |
A stability evaluation method for deep-seated toppling in the upper Lancang river, Southwestern China |
| المؤلفون: |
Yibing Ning, Huiming Tang, Jianbing Peng, Yanjun Shen, John V. Smith, Bocheng Zhang |
| المصدر: |
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 7, Pp 2388-2410 (2024) |
| بيانات النشر: |
Elsevier, 2024. |
| سنة النشر: |
2024 |
| المجموعة: |
LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction |
| مصطلحات موضوعية: |
Stability evaluation, Deep-seated toppling, Evolutionary process, Reservoir impoundment, Rock slope, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712 |
| الوصف: |
Deep-seated toppling in the upper reaches of the Lancang River, southwest China involves deformations exceeding 100 m in depth. The slope deformation is initiated by river downcutting and evolves distinctive characteristics with a depth of river incision. In this study, we propose a system for evaluating the stability of deep-seated toppled slopes in different evolutionary stages. This system contains identification criteria for each evolutionary stage and provides the corresponding stability evaluation methods. Based on the mechanical and kinematic analysis of slope blocks, the specific stage of slope movement can be identified in the field through outcrop mapping, in situ tests, surface displacement monitoring, and adit and borehole explorations. The stability evaluation methods are established based on the limiting equilibrium theory and the strain compatibility between the undisturbed zone and the toppled zone. Finally, several sample slopes in different evolution stages have been investigated to verify the applicability and accuracy of the proposed stability evaluation system. The results indicate that intense tectonic activity and rapid river incision lead to a maximum principal stress ratio exceeding 10 near the slope surface, thus triggering widespread toppling deformations along the river valley. When considering the losses of joint cohesion during the further rotation process, the safety factor of the slope drops by 7%–28%. The self-stabilization of toppling deformation can be recognized by the layer symmetry configuration after the free rotation of the deflected layers. Intensely toppled rock blocks mainly suffer sliding failures beyond the layer symmetry condition. The factor of safety of the K73 rockslide decreased from 1.17 to 0.87 by considering the development of the potential sliding surface and the toe-saturated zone. |
| نوع الوثيقة: |
article |
| وصف الملف: |
electronic resource |
| اللغة: |
English |
| تدمد: |
1674-7755 |
| Relation: |
http://www.sciencedirect.com/science/article/pii/S1674775524001549; https://doaj.org/toc/1674-7755 |
| DOI: |
10.1016/j.jrmge.2023.12.033 |
| URL الوصول: |
https://doaj.org/article/136e1187846b44c986116e9ac29eb733 |
| رقم الانضمام: |
edsdoj.136e1187846b44c986116e9ac29eb733 |
| قاعدة البيانات: |
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