finally, by using this result, the average degree of consolidation in soft soil foundation can be easily obtained.
最后利用所得结果求出软土路基的平均固结度。
in this paper, the characteristics of the method of dynamic drainage consolidation is introduced. the design principles and the degree of consolidation are also presented.
介绍动力排水固结法的特点,给出该法的设计原则、固结度计算方法。
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.
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。
the formulas of expectation and variance of degree of consolidation for sa nd-drained ground are obtained.
推导了砂井地基固结度期望值和方差的计算公式。
based on in-situ measurement and test, the treatment effect is assessed in terms of settlement, degree of consolidation and soil strength.
根据现场监测结果,从地基最终沉降、固结度和强度等方面对该工程的地基处理效果进行了评价。
the normal calculation studies stability, settlement and average degree of consolidation of the soft foundation.
通过常规计算方法,进行稳定验算、沉降和固结度计算。
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.
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。
by the test the best cement content was confirmed. the normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
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。
a simpler theoretical solution for undrained shear strength index of saturated clayey soil under arbitrary degree of consolidation is deduced by the means of stress path method in this paper.
通过应力路径法导出简洁的任意固结度的不排水抗剪强度指标的理论公式,并与实测对比,结果相当一致。
the probability characteristic values for degree of consolidation for sand-drained ground are calculated by the method of monte c arlo simulation.
利用蒙特卡罗模拟方法计算砂井地基固结度概率特征值。
the degree of consolidation of soils is the function of water discharging distance, duration and coefficient of consolidation.
土的固结度是排水距离、固结时间和固结系数的函数。
computation of the degree of consolidation for any depth is used instead of the consolidation computation of perpendicular drainage in sand drain foundation. it is appropriate to actual condition.