根据现场量测的数据结果，将隧道的支护结构体系、围岩的数值模拟结果和实测数据进行了对比分析。
According to the results of field measurement data, we compared the numerical simulation of the support structure of the tunnel system and the rock.
另外，还通过采用现场量测法、回弹法、波速法等对码头结构进行材料性质检测，从而为码头耐久性的评估提供数据基础。
Furthermore, the material of the dock has been tested by some means in order to provide some date for assessing the dock.
本文以现场量测的码头门机荷载及运行情况调查资料为依据，确定了该荷载最大值分布的随机过程模型，并对该荷载进行概率统计分析。
A random process probabilistic model of the loading maximum value distribution is determined based on the data of actual measurment and investigated operation situation for gantry crane on wharf.
本文以现场量测为依据，论述了岩石巷道的锚喷支护受采动影响时，移动支承压力的影响范围、变化规律、围岩松动以及巷道稳定性等。
Based on field measurement, the authors describe zone of influence of abutment pressure, rules of its change, loosening of the surrounding rock and the stability of roadways.
通过现场量测的深基坑围护结构变形信息资料，对数据进行整理和分析，利用时间序列分析法对支护结构的变形作出预测，以保证基坑安全施工。
Through analyzing the field deformation data of supporting structures, the prediction can be gained by time series model so as to guarantee the safety.
开展了超大跨公路隧道现场监控量测研究，验证了设计提出的支护衬砌参数、施工开挖方案的正确性；
The conclusions of numerical analysis were more confirmated. Monitoring works in site of super-span road tunnel were elaborated. Supprting lining references of design were validated.
广泛应用数学模型，重视现场观测，改善试验和量测技术是海岸工程研究的发展趋势。
Widely using numerical modeling, emphasizing field observation, and developing measurement and experimental technology and apparatus are the future development trends in coastal engineering research.
为满足大范围现场原位节理表面形貌的量测需要，提出了表面形貌的分段测量理论。
To meet the need of the in situ measurement of superficial morphology of joints in a large extent, the sectional measurement theory of the superficial morphology is suggested.
可缩量、理论值与现场沿空留巷试验测结果相同，说明了这种力学模型的正确性。
The shrink quantity, theory value and test result of retaining roadways along goaf are the same, this shows the exantness of the mechanics model.
河南某高速公路隧道工程全部采用新奥法施工，该施工方法的特点之一是注重现场监控量测，并利用量测结果及时补充设计和指导施工。
The expressway tunnels construction in Henan province used new Austrian tunnelling method, which emphasized on site monitoring and measuring, and improving design and construction using the results.
本文根据现场实测巷道围岩位移量测信息，利用灰色GM(1,1)模型预测巷道位移未来的发展趋势，达到预测、预报巷道变形的目的。
According to field information, this paper USES GM (1, 1) to predict future displacement development tendency, so forecasting and predicting deformation is easy to obtain.
对于TDC—综合录井仪的气测全量曲线“负漂”成因机理，通过理论分析和现场试验，有了初步认识。
As to the origin and the mechanics of total gas curve "negative shift" from TDC comprehensive logging unit, we have an initial recognition of it by theoretical and wellsite test.
利用文中理论方法及所建立的位移判据，并结合工程现场有效的量测手段，可方便、有效的判定岩质顺层边坡的稳定性。
The displacement criteria given in the paper and the available measure method in engineering locale are used to predict the stability of the rock slope conveniently and efficiently.
另外，现场实际量测拱顶下沉数据和拱腰水平收敛值与计算数据的相互比较表明，两者变化规律吻合较好。
In addition, comparison of arch crown settlement and horizontal convergence of haunch between in-situ testing data and computing ones shows that the variation laws fit preferably.
另外，现场实际量测拱顶下沉数据和拱腰水平收敛值与计算数据的相互比较表明，两者变化规律吻合较好。
In addition, comparison of arch crown settlement and horizontal convergence of haunch between in-situ testing data and computing ones shows that the variation laws fit preferably.
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