scholarly journals Dynamic evolution mechanism of a rock slope with discontinuities under earthquake motions using shaking table tests

2021 ◽  
Vol 80 (24) ◽  
Author(s):  
Hanxu Zhou ◽  
Ailan Che ◽  
Renjie Zhu
Keyword(s):  
Rock Slope ◽  
Shaking Table ◽  
Dynamic Evolution ◽  
Shaking Table Tests ◽  
Evolution Mechanism

scholarly journals Dynamic Evolution Mechanism of A Rock Slope with Discontinuities Under Earthquake Motions Using Shaking Table Tests

2021 ◽  
Author(s):  
Hanxu Zhou ◽  
Ailan Che ◽  
Renjie Zhu
Keyword(s):  
Slope Stability ◽  
Rock Slope ◽  
Shaking Table ◽  
Dynamic Evolution ◽  
Shaking Table Tests ◽  
Acceleration Response ◽  
Structural Surface ◽  
Plastic Stage ◽  
Input Motion ◽  
The Impact

Abstract Under the impact of earthquake, even if the slopes do not fail, the integrity of rock slope structure would be damaged subjected to the seismic motion. The process of damage, destruction and failure for slopes is characterized by the dynamic evolution of stability. In the areas with active tectonic activities, frequent earthquakes have a significant effect on the attenuation of slope stability. To investigate the dynamic evolution of a rock slope under earthquake motions, a series of shaking table tests were performed. An artificial synthetic earthquake seismic wave was adopted to investigate the horizontal acceleration response. The results show that the wave field propagation results in MPGA values for the slope body above the tuff structural surface are larger than those inside the slope, and a maximum value of 3.7 is observed at slope crest. The structural surface results in a mutation of the acceleration response, which is not conducive to the slope stability. The modeled slope entered the plastic stage (input motion of 2.97 m/s2) earlier than landslides occurred (input motion of 4.46 m/s2). In addition, the safety factor of the sliding blocks was calculated based on pseudo static analysis. A good correspondence was found between the safety factors and the failure mode of the slope. The damage evolution process for the rock slope can be divided into three stages: an elastic stage (Ks=1.6–4.7), a plastic stage (Ks=0.8–1.6), and a damage stage (Ks<0.8).

Dynamic response of a physical anti-dip rock slope model revealed by shaking table tests

2020 ◽  
Vol 277 ◽  
pp. 105772
Author(s):  
Chi-Chieh Chen ◽  
Hung-Hui Li ◽  
Ya-Chu Chiu ◽  
Ying-Kuan Tsai
Keyword(s):  
Dynamic Response ◽  
Rock Slope ◽  
Shaking Table ◽  
Shaking Table Tests

scholarly journals Low-cost hybrid design of masonry structures for developing countries: Shaking table tests

2021 ◽  
Vol 146 ◽  
pp. 106675
Author(s):  
Anastasios Tsiavos ◽  
Anastasios Sextos ◽  
Andreas Stavridis ◽  
Matt Dietz ◽  
Luiza Dihoru ◽  
...  
Keyword(s):  
Developing Countries ◽  
Low Cost ◽  
Shaking Table ◽  
Hybrid Design ◽  
Masonry Structures ◽  
Shaking Table Tests

Shaking-table tests of seismic responses of slender intake tower-hoist chamber systems

2021 ◽  
Vol 242 ◽  
pp. 112517
Author(s):  
Hanyun Zhang ◽  
Cai Jiang ◽  
Shuming Liu ◽  
Liaojun Zhang ◽  
Chen Wang ◽  
...  
Keyword(s):  
Shaking Table ◽  
Shaking Table Tests ◽  
Seismic Responses

Shaking table tests on the seismic responses of underground structures in coral sand

2021 ◽  
Vol 109 ◽  
pp. 103775
Author(s):  
Xuanming Ding ◽  
Yanling Zhang ◽  
Qi Wu ◽  
Zhixiong Chen ◽  
Chenglong Wang
Keyword(s):  
Shaking Table ◽  
Shaking Table Tests ◽  
Seismic Responses ◽  
Underground Structures ◽  
Coral Sand
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