Amplification effect of cascading breach discharge of landslide dams

Landslides ◽  
2022 ◽  
Author(s):  
Hongchao Zheng ◽  
Zhenming Shi ◽  
Ming Peng ◽  
Shenggong Guan ◽  
Kevin J. Hanley ◽  
...  
2017 ◽  
Vol 25 (4) ◽  
pp. 662 ◽  
Author(s):  
Zuo-Jun WANG ◽  
Yi-Ru HOU ◽  
Yi KUANG ◽  
Hui-Yi TANG ◽  
Zhen-Zhen ZHAO ◽  
...  
Keyword(s):  

2021 ◽  
Vol 216 ◽  
pp. 103597 ◽  
Author(s):  
Qiming Zhong ◽  
Lin Wang ◽  
Shengshui Chen ◽  
Zuyu Chen ◽  
Yibo Shan ◽  
...  

Author(s):  
Gabriel Malagon-Carvajal ◽  
Cesar Duarte ◽  
Gabriel Ordonez-Plata ◽  
C F M Almeida ◽  
Nelson Kagan
Keyword(s):  

2008 ◽  
Vol 20 (16) ◽  
pp. 1748-1753 ◽  
Author(s):  
Jenny Gun ◽  
Michael J. Schöning ◽  
Maryam H. Abouzar ◽  
Arshak Poghossian ◽  
Evgeny Katz

Author(s):  
Zhongxian Liu ◽  
Jiaqiao Liu ◽  
Sibo Meng ◽  
Xiaojian Sun

Summary An indirect boundary element method (IBEM) is developed to model the two-dimensional (2D) diffraction of seismic waves by a fluid-filled crack in a fluid-saturated poroelastic half-space, using Green's functions computed considering the distributed loads, flow, and fluid characteristics. The influence of the fluid-filled crack on the diffraction characteristics is investigated by analyzing key parameters, such as the excitation frequency, incident angle, crack width and depth, and medium porosity. The results for the fluid-filled crack model are compared to those for the fluid-free crack model under the same conditions. The numerical results demonstrate that the fluid-filled crack has a significant amplification effect on the surface displacements, and that the effect of the depth of the fluid-filled crack is more complex compared to the influence of other parameters. The resonance diffraction generates an amplification effect in the case of normally incident P waves. Furthermore, the horizontal and vertical displacement amplitudes reach 4.2 and 14.1, respectively. In the corresponding case of the fluid-free crack, the vertical displacement amplitude is only equal to 4.1, indicating the amplification effect of the fluid in the crack. Conversely, for normally incident SV waves at certain resonance frequencies, the displacement amplitudes above a fluid-filled crack may be lower than the displacement amplitudes observed in the corresponding case of a fluid-free crack.


2016 ◽  
Vol 208 ◽  
pp. 1-10 ◽  
Author(s):  
Carlo Tacconi Stefanelli ◽  
Samuele Segoni ◽  
Nicola Casagli ◽  
Filippo Catani
Keyword(s):  

2013 ◽  
Vol 275-277 ◽  
pp. 1393-1397 ◽  
Author(s):  
Jian Qiang Xiao ◽  
Long Fa Luan ◽  
Jian Guo Wang

To study the dynamic response rule of the western slope in Buzhaoba under explosion, a vibrational wave was imposed on the slope. The FLAC3D program was utilized to simulate the rule. The distribution of stress field and the response of velocity were analyzed after blasting. The simulation result shows that the compressive stress increase step by step with the increase of the depth of slope, and as the elevation increases, the particle velocity appears an amplification effect, and the slope is mainly affected by the self-weight stress, and the blasting has little effect on the slope.


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