最后利用所得结果求出软土路基的平均固结度。
Finally, by using this result, the average degree of consolidation in soft soil foundation can be easily obtained.
结合一维太沙基固结理论，推求某时刻的平均固结度。
Based on one-dimensional Terzaghi consolidation theory, average percent consolidation is calculated.
土的固结度是排水距离、固结时间和固结系数的函数。
The degree of consolidation of soils is the function of water discharging distance, duration and coefficient of consolidation.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
通过常规计算方法，进行稳定验算、沉降和固结度计算。
The normal calculation studies stability, settlement and average degree of consolidation of the soft foundation.
分别按孔压和沉降定义的总平均固结度有一定程度差别 ；
The average consolidation degrees defined by excess pore water pressure and settlement respectively are different to some extent.
随着井径比的减小，本文解和以往的解得到的固结度差值变大。
The difference between the average degree calculated by the present solution and that by the previous solutions increases with the reduction in the radius ratio.
采用竖井固结理论计算得到的平均固结度较本文理论的计算结果偏小。
The consolidation degree calculated by the existent theory is smaller than that calculated by the proposed theory in this paper.
通过常规方法计算方法，研究软土路基的沉降量、平均固结度及稳定性。
The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
分析结果显示竖向固结系数的分布类型对固结度的概率计算有较大的影响。
The results indicate the distribution pattern of vertical consolidation coefficient influence greatly on the probability calculation of degree of consolidation.
再通过大量的固结快剪试验，得到软粘土在不同固结压力、不同固结度下的强度变化规律。
Meanwhile, the law of soft clay strength improvement is drawn from different consolidated pressure and different degree of consolidation by many consolidated-quickly shear test.
桥石板为上翼缘提供了很大的固结度，于是相邻的腹板间隙就经受了较大的变形并且首先开裂。
The slab has provided greater fixity to the top flange, and the adjacent web gap has experienced greater deformation and has cracked first.
桥石板为上翼缘提供了很大的固结度，于是相邻的腹板间隙就经受了较大的变形并且首先开裂。
The slab has provided greater fixity to the top flange , and the adjacent web gap has experienced greater deformation and has cracked first .
针对某软土地基工程，进行了沉降量、设排水板与不设排水板时的固结度、固结速率的对比分析。
In view of a soft soil foundation engineering, a comparative analysis is made of the settlement amount, the consolidation degree and the consolidation rate when the plastic drain plate is used or not.
通过对固结度以及沉降曲线的分析来说明塑料排水板法处理东北寒区软土地基的重要意义和应用前景。
The significance and prospect for the application of plastic drain boards to soft-soil foundation in the northeast cold areas are analysed in terms of degree of consolidation and settlement curve.
对太沙基单向固结微分方程进行拉氏积分变换求解。得到超静水压力u、固结度U、平均固结度U结论式。
A conclusive formula about the excess hydrostatic pressure u, consolidating degree U and average consolidating degree U is obtained.
通过实测沉降资料与近似理论曲线的拟合，获得竖向排水井地基的最终沉降量和平均固结度，从而预估其工后沉降量。
Based on the consolidation theory of ground with vertical drains under the condition of equal vertical strain, approximate theory settlement curve calculation method is put forward.
探讨了单一砂井双面排水情况下软土地基的平均固结度计算方法，提出了固结度计算的新的修正方法，对软土地基内路基设计具有一定的指导意义。
The calculation method of average sand drain and the new modified method are discussed. The results can serve as a guide to subgrade design of soft ground.
并且给出用与切线模量相关的标准确定加工硬化型应力——应变关系曲线的破坏点的方法，提供了利用任意固结度下的应力路径求解不排水抗剪强度的计算式。
The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.
在给定的饱和度下，未固结的多孔介质的非润湿渗透率高于排水渗透率。
At a given saturation nonwetting permeabilities for an unconsolidated porous medium are higher than the drainage permeabilities.
对不同种类土样的试验表明，控制试样侧向不变形的灵敏度高，达到了K_0固结三轴剪切试验的要求。
The test results of different kind of soil indicate that it has high sensitivity to control lateral deformation and fulfils the requirement of K0-consolidation triaxial apparatus.
泥岩经压实固结成岩后，其孔隙度变小，从开始具有封闭能力，到封闭能力逐渐变好。
After its compaction into rock, mudstone has lower porosity and its sealing capability becomes better.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
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