期刊
ACTA OCEANOLOGICA SINICA
卷 38, 期 11, 页码 91-98出版社
SPRINGER
DOI: 10.1007/s13131-019-1501-8
关键词
shear strength; slope stability analysis; submarine canyons; northern South China Sea
类别
资金
- National Natural Science Foundation of China [41706065]
- National Program on Global Change and Air-Sea Interaction of China [GASI-GEOGE-05]
- Special Fund of Chinese Central Government for Basic Scientific Research Operations in Commonweal Research Institutes [2015G08]
- NSFC-Shandong Joint Fund for Marine Science Research Centers of China [U1606401]
The upper part of the continental slope in the northern South China Sea is prone to submarine landslide disasters, especially in submarine canyons. This work studies borehole sediments, discusses geotechnical properties of sediments, and evaluates sediment stability in the study area. The results show that sediment shear strength increases with increasing depth, with good linear correlation. Variations in shear strength of sediments with burial depth have a significantly greater rate of change in the canyon head and middle part than those in the canyon bottom. For sediments at the same burial depth, shear strength gradually increased and then decreased from the head to the bottom of the canyon, and has no obvious correlation with the slope angle of the sampling site. Under static conditions, the critical equilibrium slope angle of the sediments in the middle part of the canyon is 10 degrees to 12 degrees, and the critical slope angle in the head and the bottom of the canyon is 7 degrees. The results indicate that potential landslide hazard areas are mainly distributed in distinct spots or narrow strips on the canyon walls where there are high slope angles.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据