大家都搜：
固结系数
1、proportionate consolidation───比例合并法
2、consolidation radiation───固结辐射
3、consolidation───n.巩固；合并；团结
4、convective coefficient───对流系数
5、diffusibility coefficient───扩散系数
6、coefficient analysis───系数分析
7、coefficient───adj.合作的；共同作用的；n.[数]系数；率；协同因素
8、coefficient meaning───系数含义
9、consolidation definition───合并定义
1、Using settlement rate to predict consolidation coefficient for a project───沉降速率法推算固结系数在某工程中的应用
2、influences of stress level and stress history on the secondary consolidation coefficient are discussed.───讨论了应力水平和应力历史对次固结系数的影响；
3、The results indicate the distribution pattern of vertical consolidation coefficient influence greatly on the probability calculation of degree of consolidation.───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。
4、Improved Least Square Method for the Consolidation Coefficient Evaluation───改进的最小二乘法计算固结系数
5、Correlation of consolidation coefficient and permeability coefficient in laboratory test───对室内试验固结系数和渗透系数的相关性探讨
6、Back Analysis of Consolidation Coefficient of Mucky Soil in Yangshan Area Using Available Settlement───由实测沉降数据反演洋山地区淤泥质黏土的固结系数
7、Consolidation coefficient is a key problem in the calculation and design of foundations, and it is very important to gain consolidation coefficient accurately.───地基固结系数是地基计算及设计中的关键参数，其准确求取有重要的工程实践意义。
8、Least square method for the consolidation coefficient evaluation───固结系数的最小二乘法计算
9、Calculation and experiment on consolidation coefficient for soft clay considering different stress levels───考虑应力水平的软土固结系数计算与试验研究
1、The design value of vertical consolidation coefficient is adopted as the product of standard value times the design coefficient or equal to the product of average value times the design coefficient.
2、Thus, in order to get the in-situ consolidation coefficient, geotechnical engineers have searched for better testing methods in these years.
3、The results indicate the distribution pattern of vertical consolidation coefficient influence greatly on the probability calculation of degree of consolidation.
4、It is found that the central design coefficient is a decreasing function of the variation coefficient of vertical consolidation coefficient and is an increasing function of probability of failure.