Effect of clay content to the strength of gravel soil in the source region of debris flow
| العنوان: | Effect of clay content to the strength of gravel soil in the source region of debris flow |
|---|---|
| المؤلفون: | Yan-chao Gao, Cheng-lin Yang, Ningsheng Chen, Guisheng Hu |
| المصدر: | Journal of Mountain Science. 15:2320-2334 |
| بيانات النشر: | Springer Science and Business Media LLC, 2018. |
| سنة النشر: | 2018 |
| مصطلحات موضوعية: | Shearing (physics), Global and Planetary Change, Geography, Planning and Development, 0211 other engineering and technologies, Geology, 02 engineering and technology, 010502 geochemistry & geophysics, 01 natural sciences, Debris, Debris flow, Pore water pressure, Shear strength (soil), Soil water, Environmental science, Geotechnical engineering, Surface runoff, Water content, 021101 geological & geomatics engineering, 0105 earth and related environmental sciences, Nature and Landscape Conservation, Earth-Surface Processes |
| الوصف: | The production of runoff in the source area of a debris flow is the consequence of a reduction in soil strength. Gravel soil is widely distributed in the source region, and the influence of its clay content on soil strength is one of the important questions regarding the formation mechanism of debris flows. In this paper, the clay content in gravel soil is divided into groups of low clay content (1%, 2, 5%), moderate clay content (3.75%, 5.00%, 6.25%, 7.5%) and high clay content (10.0%, 12.5%, 15%). Tests of the unconsolidated undrained shear strength and consolidated drained shear strength were performed. The unconsolidated undrained shearing (UU) experiment simulates the rapid shear failure of loose gravel soil under the conditions of brief heavy rainfall. The consolidated drained shearing (CD) experiment simulates creep failure of consolidated sediment during extended rainfall. The pore water pressure first increased and then decreased as the clay content increased, and the increase in pore pressure was relatively high in the gravel soil sample when the clay content is in the range of 3.25-7.50%, and stress in the gravel soil is relatively low for a moderate clay content. Gravelly soils with a moderate clay content are more prone to debris-flow initiation. This paper presents a mathematical formula for the maximum shear stress and clay content of gravel soil under two conditions. The key processes whereby the soil fails and triggers a debris flow-volume contraction of soil, expansion of clay soil, and rise of pore pressure-cause reductions in the soil friction force and enhancement of the water content in the clay particles, and subsurface erosion of soil reduces the soil viscosity, which eventually reduces the soil strength so that the soil loses its stability, liquefies and generates a debris flow. |
| تدمد: | 1993-0321 1672-6316 |
| الوصول الحر: | https://explore.openaire.eu/search/publication?articleId=doi_________::0fb1f53db19a231f86d1782c6fa7eb39Test https://doi.org/10.1007/s11629-018-4911-8Test |
| حقوق: | CLOSED |
| رقم الانضمام: | edsair.doi...........0fb1f53db19a231f86d1782c6fa7eb39 |
| قاعدة البيانات: | OpenAIRE |
| تدمد: | 19930321 16726316 |
|---|