海底物体运动状态变换的实验研究

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Weichao Liu, Ye Chen, Jie Gao, Fawu Wang
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引用次数: 0

摘要

海底团块运动(SMM)是一种地质灾害,可以沿着非常平缓的斜坡移动。在运动过程中,SMM的运动状态经历了滑坡-泥石流-浊流的转换。由于运动状态转换(MST)过程的存在,难以定量分析SMM的迁移率和剪应力。为了研究MST过程,进行了81组不同材料类型、质量和速度的旋转水槽实验。密度弗劳德数(Fr)用于定量表征MST过程。随着速度的增加,MST开始于SMM的前部和表面,并逐渐向后部和底部传播。不同的材料类型和质量导致不同程度的MST,从而导致不同的SMM迁移率和剪应力模式。研究结果表明,滑平作用、锋面侵蚀作用和地表侵蚀作用对MST过程和SMM的迁移有重要影响。在MST过程中,Fr = 0.4和Fr = 0.7可作为识别泥石流和浊度流状态的阈值。此外,MST过程通过改变泥沙浓度和剪切应变率引起剪切应力的非线性变化。前者在整个过程中占主导地位,而后者仅在稳定的运动状态下才变得重要。本研究中MST过程的定量分析可以为SMM动力学提供新的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

The motion state transformation of submarine mass movement: an experimental study

The motion state transformation of submarine mass movement: an experimental study

The motion state transformation of submarine mass movement: an experimental study

Submarine mass movement (SMM) is a geohazard that can move along an extremely gentle slope. The motion state of SMM undergoes landslide-debris flow-turbidity current transformation during movement. Because of motion state transformation (MST) process, it is difficult to analyze the mobility and shear stress of the SMM quantitatively. To investigate the MST process, 81 sets of rotational flume-based experiments with different material types, masses, and velocities, were conducted. A densimetric Froude number (Fr) was used to characterize the MST process quantitatively. As velocity increases, the MST initiates at the front and surface of the SMM and progressively propagates toward the rear and bottom. Variations in material type and mass lead to different degrees of MST, which in turn result in distinct patterns of mobility and shear stress of the SMM. The results indicate that three soil–water interactions, i.e., hydroplaning, front erosion, and surface erosion have contributed to the MST process and the mobility of the SMM. During the MST process, Fr = 0.4 and Fr = 0.7 can be used as threshold values to identify the debris flow and turbidity current states, respectively. Furthermore, the MST process induces nonlinear variations in shear stress by altering sediment concentration and shear strain rate. The former dominates throughout the process, while the latter becomes significant only under stabilized motion states. The quantitative analysis of the MST process in this study can provide new insights into the SMM dynamics.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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