The slope surface compression deformation and subsidiary stresses change rules with different elastic modulus of crush rock slope under different prestressed anchorage structures were investigated.
研究了不同的预应力锚固结构作用下，在不同弹性模量的破碎岩质边坡中产生的压缩变形和附加应力变化规律。
The influence of mixture ratio of grouting material on the pull-out behaviors of rock cable is obvious, which is one of key parameters for the optimal design of prestressed anchorage systems.
注浆体配合比是预应力锚固体系优化设计的关键参数之一，对岩锚抗拔特性影响显著。
Prestressed anchorage technique is an important method to reinforce high rock slope.
预应力锚固技术是现代岩土工程加固技术的重要手段。
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