对锚杆受力进行原位监测，通过对数据进行研究、分析，可以了解土压力的大小和分布规律，这对于优化深基坑支护结构设计具有重要的实际意义。
So carrying on in-situ measurements of anchor's stress, the value and distribution of earth pressure will be investigated by analysis on actual data.
通过原位测试实验数据，系统分析获得的振动记录，从实验上证实了理论模型分析结果的正确性。
Based on the field test data, the vibration records were systematically analyzed, and the correctness of the result of analysis by the theoretical model was verified.
通过对建筑物施工过程中基础下碎石桩加固地基的应力和孔隙水压力的原位观测，获得了非常有益的数据。
Valuable data were obtained from field observations on back-pressures and pore water pressures in composite foundation with stone columns during construction of a building.
应用推荐