دورية أكاديمية
Hill slope stability examination along Lower Tons valley, Garhwal Himalayas, India
| العنوان: | Hill slope stability examination along Lower Tons valley, Garhwal Himalayas, India |
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| المؤلفون: | Ashutosh Kainthola, Vikram Sharma, Vishnu Himanshu Ratnam Pandey, Tripti Jayal, Mukesh Singh, Abhishek Srivastav, Prakash K. Singh, Prashant K. Champati Ray, Trilok Nath Singh |
| المصدر: | Geomatics, Natural Hazards & Risk, Vol 12, Iss 1, Pp 900-921 (2021) |
| بيانات النشر: | Taylor & Francis Group, 2021. |
| سنة النشر: | 2021 |
| المجموعة: | LCC:Environmental technology. Sanitary engineering LCC:Environmental sciences LCC:Risk in industry. Risk management |
| مصطلحات موضوعية: | tons valley, garhwal himalaya, gis, numerical simulation, pseudo-static, slope stability, Environmental technology. Sanitary engineering, TD1-1066, Environmental sciences, GE1-350, Risk in industry. Risk management, HD61 |
| الوصف: | The present research details the remote sensing, geotechnical and seismic aspects of hill slopes in Lower Tons river valley, Garhwal Himalaya, India. The region is a part of Lesser Himalaya and holds religious and strategic importance. The studied span has been a site of slope failures in the past. The remote sensing investigation was used to characterize the geomorphological and hydrological attributes of the area. This information was used to delineate vulnerable locations. Along the road stretch of about 80 km, 80 tests were conducted to ascertain the soil particle distribution and plasticity indices; and 33 tests for shear strength properties. Using the geotechnical parameters, numerical simulation was conducted for two slopes of angle, 40° and 50°, with a consistent height of 50 m. Most of the slopes were stable at an angle of 40°, however, 30.30% (FEM) and 24.24% (FDM) of the analysed slopes failed for the steeper slope. Eventually, the pseudo-static analysis was done. The inclusion of seismicity increased the incidences of slope failure by 33.33% and 39.39% for the slope with an inclination of 40° and 50°, respectively. Afterwards, the slopes were optimized for their critical angle as a function of the safety factor. |
| نوع الوثيقة: | article |
| وصف الملف: | electronic resource |
| اللغة: | English |
| تدمد: | 1947-5705 1947-5713 19475705 |
| Relation: | https://doaj.org/toc/1947-5705; https://doaj.org/toc/1947-5713 |
| DOI: | 10.1080/19475705.2021.1906758 |
| URL الوصول: | https://doaj.org/article/c0790bff3e524c2b93431cec1cf2a55b |
| رقم الأكسشن: | edsdoj.0790bff3e524c2b93431cec1cf2a55b |
| قاعدة البيانات: | Directory of Open Access Journals |
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Full Text Finder | تدمد: | 19475705 19475713 |
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| DOI: | 10.1080/19475705.2021.1906758 |