通过实际动态试验表明，利用本文提出的方法可有效地对组合系统进行较好的滤波与校正，定位精度较高。

The practical dynamic experimental results show that this method can make better filtering and calibration to the integration system, and the positioning precision is high.

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本文通过试验与工程实践，介绍采用碎（砂）石桩及低强度混凝土桩组合构成复合地基的试验成果、计算方法及应用检测成果。

This paper introduces the test results and calculative method by using the composite foundation of sand-stone pile and concrete pile with low strength.

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通过试验对比发现，在不同混合料和不同试验方案组合下，两种试验方法的抗剪强度结果具有较好的相关性。

It is revealed that the test results of different test methods are in good correlation with the variations of mixtures and test schemes.

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