锚索加固边坡碎裂结构岩体模型试验

当前山区公路建设中,碎裂结构岩体边坡常常采用锚索加固.为深入研究锚索布置方式对碎裂结构岩体的加固效果,针对锚索加固后的碎裂结构岩体进行了室内模型试验.根据多种锚固方案试件的试验结果,分析了锚索锚固碎裂结构岩体模型的强度变形特征.通过试验中不同布锚方式的锚索对模型试件强度变形的不同影响,对比了锚索布锚方式在各种模型试件中的锚固效果.分析得出:为充分发挥锚索的锚固能力,锚索的布置角度应与碎裂结构节理走向呈正交,且锚索应布置在碎裂结构岩体边坡的较高部位中.

Laboratory similar model test investigation of prestressed anchor rope strengthened slope fractured rock mass

Now in the highway construction of the mountain area, fractured rock mass slope always strengthened by the anchor rope. In order to investigate the strengthen effect of the slope fractured rock mass strengthened by the prestressed anchor rope, laboratory similar model test was designed and preceded. By the self-made facilities, a new method of modeling prestressed anchor rope was used in the test. Nylon ropes and the aluminum flakes were used to model the anchor rope and discrete rock mass joints. Gypsum based mix material was used to model rock. According to the real slope engineering site circumstances, six sorts of different disposed prestressed nylon rope strengthened model specimens and the specimens without prestressed nylon rope were made by the similar theory. With the test results, the strength and deformation properties of different model specimens were investigated. Comparison to different anchor effects of the different model specimens was made. The final analysis shows that in order to make full use of the anchor rope's strengthen ability, anchor rope should be disposed perpendicularly to the fracture structure rock mass's main joint direction and should be placed in the upper or top area of the fractured rock mass slope.