Finally, the limit cohesion strength between the soil and the nail was obtained by in-situ test, and the results were also compared with those regulated by the technical specification.
最后通过试验土钉抗拔力反算土体与锚固体的极限粘结强度，并与规范推荐值进行了比较。
2
We test the nail force of different station on different row soil-nailed wall with steel-string transducer in the upper and bottom wall are tested.
在上下级墙面后不同排数土钉的不同位置上埋设了钢弦式钢筋计，进行了其工作应力状态的性能测试。
3
The test results demonstrate that these wood-concrete composite floors supported by nail-plate trusses are suitable and these fulfil all the requirements set for the floors of multi - storey houses.