Rockfall barrier service loads for rock impacts with spin. Theory and experiments

WSL Berichte Pub Date : 2022-11-18 DOI:10.55419/wsl:32009
A. Caviezel, J. Munch, P. Bartelt, Andreas Lanter
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引用次数: 1

Abstract

The specification of realistic service loads for flexible rockfall barriers is an on-going concern in rockfall engineering. The purpose of this document is to present results of full-scale experiments of rockfall barriers in natural terrain. Full scale experiments are performed in-situ at the Chant Sura test site located at the Flüela Pass, Canton Grisons, Switzlerland between 2018 and 2021. The tests were performed with instrumented blocks in order to quantify how blocks decelerate at barrier impact in real conditions. A total of 30 blocks were released - 25 of these blocks impacted the barrier. The barrier absorbed a total of 12'100 kJ of impact energy. The boulder masses varied between 840 kg and 3200 kg and both equant and platy shaped blocks were used in the experiments. Forces in the barrier components are measured and quantified in terms of incoming translational and rotational block energies. [...]
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岩崩屏障服务载荷的岩石冲击与旋转。理论与实验
柔性岩崩屏障的实际工作载荷规范是岩崩工程中一直关注的问题。本文的目的是介绍自然地形中岩崩屏障的全尺寸实验结果。全尺寸实验将于2018年至2021年在瑞士格里森州fl ela山口的Chant Sura试验场进行。为了量化在真实条件下障碍物撞击时障碍物的减速情况,测试使用了仪器化的砌块。总共释放了30块,其中25块撞击了屏障。屏障共吸收了12 × 100 kJ的冲击能量。岩石质量在840 ~ 3200kg之间,实验中采用了等长和板状两种形式。屏障组件中的力被测量和量化为传入的平移和旋转块能。[…]
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