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高位堆积体远程滑坡动力侵蚀过程量化预测模型 被引量:2
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作者 韩旭东 杨秀元 +3 位作者 孙秀娟 宋伟 包一丁 王春辉 《岩土力学》 EI CAS CSCD 北大核心 2024年第4期1190-1200,共11页
高位远程滑坡快速解体后,往往形成碎屑流,会沿程动力侵蚀坡体表层第四纪松散物质,改变滑坡滑移动力学特征,导致滑坡体积显著放大,灾害效应强烈,已成为近年来防灾减灾研究的重点。首先,针对高位堆积体远程滑坡动力侵蚀过程量化预测问题,... 高位远程滑坡快速解体后,往往形成碎屑流,会沿程动力侵蚀坡体表层第四纪松散物质,改变滑坡滑移动力学特征,导致滑坡体积显著放大,灾害效应强烈,已成为近年来防灾减灾研究的重点。首先,针对高位堆积体远程滑坡动力侵蚀过程量化预测问题,基于深度积分水动力计算理论与固液两相界面剪应力侵蚀模型架构,构建了高位堆积体远程滑坡动力侵蚀过程量化预测的连续介质数值模型,自主进行了数值实现,编制了具有二阶计算精度的软件程序DisasterFlowV1.0。然后,通过经典的溃坝水流算例验证,结果表明所构建的数值模型的数值求解格式正确并具有较好的总变差不增特性(total variation diminishing,TVD)。再后,通过对柏杨林高位堆积体远程滑坡案例动力侵蚀过程预测可知,所构建的数值模型与传统雪橇模型对该滑坡滑移速度预测结果基本一致,但相较于传统雪橇模型,所构建的数值模型对滑动路径地形的适应能力强,滑移速度预测值振荡性较小。最后,利用所构建的数值模型在时间和空间维度上对柏杨林高位堆积体远程滑坡的动力侵蚀过程进行量化表达,结果表明所构建的数值模型能够对该滑坡动力侵蚀过程中各历时的滑移深度、速度及侵蚀堆积深度进行量化,这是传统雪橇模型所不具备的。所做研究可充实高位远程滑坡动力侵蚀过程量化预测理论与技术体系。 展开更多
关键词 高位远程滑坡 动力侵蚀 数值模型 DisasterFlowV1.0 量化预测
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Rigid block characteristics on subaerial landslide-tsunamis using a 3D coupled Eulerian-Lagrangian model 被引量:1
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作者 bao yi-ding CHEN Jian-ping +2 位作者 SU Li-jun ZHOU Xin YIN Cheng-shan 《Journal of Mountain Science》 SCIE CSCD 2023年第2期466-483,共18页
To quantitatively reveal how rock blocks falling into water affect the impulse waves,the influence of a rigid block on induced first wave and second wave is systematically investigated.The block characteristics includ... To quantitatively reveal how rock blocks falling into water affect the impulse waves,the influence of a rigid block on induced first wave and second wave is systematically investigated.The block characteristics include the initial velocity,density,volume,and incident angle,and the investigated wave behavior characteristics include the maximum kinetic energy of the water,the transformation ratio of the kinetic energy from the block to the waves,the duration of the waves,the maximum movement speed,and the maximum height and width of the waves.The coupled Eulerian-Lagrangian method(CEL)is introduced to establish the numerical models of the fluid-solid coupling,and a laboratory test of a rigid wedge sliding into water demonstrates that it can reasonably describe the dynamic behavior of a landslide-induced wave.A typical process of a block entering water and its energy variation are described and analyzed in detail.Further,the relationship between each characteristic parameter of the block and the waves is quantitatively investigated and fitted.The simulation results show that energy exchange between the block and the water is very rapid after the block collides with the water.The maximum kinetic energy,maximum velocity,duration,and side dimension of the waves mainly increase non-linearly with the above characteristic parameters of the block.The transformation ratio of the kinetic energy from the block to the water,the first wave,and the second wave are usually below 60%,45%,and 30%,respectively.The velocity of the block first decreases and then maintains a constant speed after entering the water.The displacement of the block increases linearly with the initial velocity and density of the block and exponentially increases with the block volume at different times.With the increase in the incident angle of the block,the kinetic energy and scale of the second wave increase correspondingly. 展开更多
关键词 Fluid-solid coupling Numerical simulation Sensitivity analysis Tsunamis
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Erratum to:Rigid block characteristics on subaerial landslide-tsunamis using a 3D coupled Eulerian-Lagrangian model
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作者 bao yi-ding CHEN Jian-ping +2 位作者 SU Li-jun ZHOU Xin YIN Cheng-shan 《Journal of Mountain Science》 SCIE CSCD 2023年第3期886-888,共3页
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