Relied on the project of the gravel pile composite foundation in Huhhot rounding highway, the pile-soil stress ratio was tested by static load test in the field.
以呼和浩特绕城高速公路碎石桩复合地基为工程依托，通过静载荷试验，对碎石桩复合地基的桩土应力比进行现场测试。
It was shown that the subgrade remained stable under static and dynamic load, and the project could meet the requirement of the relative criteria and expected effect was obtained.
结果表明：该方案在路面静载和动载作用下均可保持稳定，满足相关规范要求，达到工程预期效果。
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