Finally, the bond strength of FRP bars to epoxy resin and cement grout is also studied. 同时对纤维塑料筋与水泥装和环氧树脂的粘结强度也进行了探讨。
The conventional design approach of soil nails often results in an underestimation of bond stress, which in turn gives an uneconomical design. 摘要传统的土钉设计方法经常低估了土钉的粘结强度，从而导致了不经济的设计。
