WASET
	@article{(Open Science Index):https://publications.waset.org/pdf/10012698,
	  title     = {Study on the Seismic Response of Slope under Pulse-Like Ground Motion},
	  author    = {Peter Antwi Buah and  Yingbin Zhang and  Jianxian He and  Chenlin Xiang and  Delali Atsu Y. Bakah},
	  country	= {},
	  institution	= {},
	  abstract     = {Near-fault ground motions with velocity pulses are considered to cause significant damage to structures or slopes compared to ordinary ground motions without velocity pulses. The double pulsed pulse-like ground motion is well known to be stronger than the single pulse. This research has numerically justified this perspective by studying the dynamic response of a homogeneous rock slope subjected to four pulse-like and two non-pulse-like ground motions using the Fast Lagrangian Analysis of Continua in 3 Dimensions (FLAC3D) software. Two of the pulse-like ground motions just have a single pulse. The results show that near-fault ground motions with velocity pulses can cause a higher dynamic response than regular ground motions. The amplification of the peak ground acceleration (PGA) in horizontal direction increases with the increase of the slope elevation. The seismic response of the slope under double pulse ground motion is stronger than that of the single pulse ground motion. The PGV amplification factor under the effect of the non-pulse-like records is also smaller than those under the pulse-like records. The velocity pulse strengthens the earthquake damage to the slope, which results in producing a stronger dynamic response.},
	    journal   = {International Journal of Geotechnical and Geological Engineering},
	  volume    = {16},
	  number    = {9},
	  year      = {2022},
	  pages     = {105 - 109},
	  ee        = {https://publications.waset.org/pdf/10012698},
	  url   	= {https://publications.waset.org/vol/189},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 189, 2022},
	}