Analysis of the Bond Strength Influence to the Impact Force of Landslip-Collapse Soil

Abstract:

The bond strength between particles influences the impact process of the landslip-collapse soil and the impact forms to the monitor wall. The first time of impact force to the monitor wall is same basically since the landslip-collapse soil moves along slope from the same position, but there is some difference since the difference of the bond strength between particles. The starting time of continue impacting to the monitor wall is delayed with the increating of the bond strength, but which is bring forward when the bond strength over 103kPa. The max impact force increases with the bond strength increasing.

• Periodical: Applied Mechanics and Materials (Volumes 204-208)
• Pages: 3539-3543
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.204-208.3539
• Online since: October 2012
• Authors: Xian Jun Ji*, Guo Qiang Ou, Shun Yang, Jun Wang
• Keywords: Impact Force, Landslip-Collapse Soil, Process of Motion

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