Sediment critical shear stress and geotechnical properties along the modern Yellow River Delta,China |
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| Authors: | Xiao-Lei Liu Jie-Wen Zheng Hong Zhang Shao-Tong Zhang Bao-Hua Liu Hong-Xian Shan |
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| Institution: | 1. Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Ocean University of China, Qingdao, China;2. Laboratory for Marine Geology, Qingdao National Laboratory for Marine Science and Technology, Qingdao, China;3. Key Laboratory of Marine Environment and Ecology, Ministry of Education, Qingdao, China;4. Department of International Affairs, Qingdao National Laboratory for Marine Science and Technology, Qingdao, China;5. National Deep Sea Center, State Oceanic Administration, Qingdao, China |
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| Abstract: | A geological engineering study was undertaken to determine the spatial distribution of sediment critical shear stress in the modern Yellow River Delta and to determine the influence of sediment erodibility on sediment erosion and microtopography formation. The critical shear stress was tested using a cohesive sediment meter for sediments along lines running perpendicular to the coast in different sedimentary lobes of the delta, where the geotechnical properties of sediments were also determined. The results demonstrate that significant differences in critical shear stress exist among high, middle, and low tidal flats, which are influenced by biodisturbation in the different sedimentary lobes. Regional characteristics of the modern Yellow River Delta show that critical shear stress levels are the lowest in the northern area (0.11–0.4?Pa), are the highest in the eastern area (2.8–4.55?Pa), and are significantly heterogeneous in the northeastern area. The critical shear stress is found to be more nonuniform and levels of antierosion strength are relatively lower than values found for other estuarine deltas around the world. |
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| Keywords: | Cohesive strength meter critical shear stress erosion estuarine delta |
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