通过设计不同排水条件的实验槽，研究了不同的排水条件及时间效应对吹填软土结构强度形成的影响，并对实测结果进行了灰预测。
Through designing different drainage tank the paper studied different drainage conditions and time effects on structural strength formation of soft dredger fill, and carried out grey prediction.
同时通过实测模型结构的强度、刚度指标，结合理论分析结果来推算实物工程相应的安全度。
Meanwhile, it calculates the corresponding degree of security of actual project by means of the intensity and rigidity indexes of the actual model structure with the theoretical analysis results.
对55组高强混凝土立方强度实测数据作了分析，并给出了计算公式。
This text is solid to 55 high strengths concrete cube strength to measure the data made the analysis, and gave to compute the formula.
实践证明新程序明显优于原程序，实测速度明显加快，省时省力，大大降低了劳动强度。
It is shown that the new procedure is better obviously than original one, with the speed of actual detection speeded up remarkably and time-saving so as to reduce work intensity greatly.
实测工作应力与实际结构强度一致；
The measured working stress is consistent with the actual strength of the structure.
本文用711测雨雷达实测的冰雹云过程回波资料，分析了大小回波在雹暴形成中的演变过程以及回波强度和回波高度间的关系。
The evolvement of echo during the formation of hail storm and the relation of echo intensity with its height are analyzed by use of echo data. of the 711 rain radar.
并分别采用实测与预测的强度值对夏比冲击吸收功进行了预报，预报结果和实测值吻合较好。
The predicted Charpy impact energy from measured and predicted strength, was in good agreements with the measured values.
给出了计算冲击光谱强度的数学模型及实测光谱与理论光谱光强函数。
The model of shock spectra and strength function of experiment spectra and calculated one was presented.
对比结果表明，建议模型计算的抗剪强度与实测的抗剪强度吻合的很好。
The comparisons between calculated values and the experimental values are shown to validate the proposed theoretical treatment.
实测抗拉强度随孔隙率的变化曲线与屈服强度相似，但对孔隙率更敏感。
The measured average tensile strength is decreased also evidently with porosity, but more sensible to porosity.
由预测的混凝土强度与实测值进行比较表明，最优回归方程能较好地预测混凝土的强度。
The concrete strengths predicted by the optimum regression equation were compared with the actual value; the optimum regression equation can predict concrete strength perfectly.
实测表明，当采取相应措施后振动强度减弱。
The field measurement also shows that the vibration became weakened when implementing corresponding measures.
通过与前人的试验比较，表明提出的破坏机理能较好地解释试验现象，理论计算的峰值强度与试验实测值吻合较好。
The proposed mechanism could explain the phenomenon in direct shear test, and the calculated results coincided well with experimental results.
同时对墙前、后土压力强度分布也进行了实测和分析。
Meanwhile, the distribution of the soil pressures applying to front of and behind the wall is actually measured and analyzed.
同时对墙前、后土压力强度分布也进行了实测和分析。
Meanwhile, the distribution of the soil pressures applying to front of and behind the wall is actually measured and analyzed.
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