1) final settlement of a single pile
单桩最终沉降量
2) ultimate settlement of pile foundation
桩基最终沉降量
3) final settlement
最终沉降量
1.
On the method of calculating the final settlement of the embankment on soft soil ground;
软土地基路堤最终沉降量推算方法研究
2.
Prediction of final settlements of soft ground in expressway with wavelet neural networks;
用小波神经网络预测高速公路软土地基最终沉降量
3.
Based on the computation of final settlement value of soft ground from three computation methods,it analyzes the advantages and the disadvantages,the suitability;the conclusion obtained is conformed to the actual conditions of project.
利用内蒙古集丰高速公路软土地基沉降观侧资料,对观测结果进行了计算分析,并利用三种计算方法对软土地基进行了最终沉降量的计算,讨论分析了各种方法的优缺点和适用性,得出较为符合工程实际的结论。
4) settling volume of single pile
单桩沉降量
1.
Since the settling volume of single pile obtained from a static load test has gray characters,Load Q is considered as generalized time and forecasting model of GM(1,1) is established with equal step distance and unequal step distance of load sequence.
工程应用结果表明,所建立的GM(1,1)模型在预测单桩沉降量方面具有较好的实用性和可靠性。
5) calculation for final settlement
计算最终沉降量
补充资料:胶乳沉降量
分子式:
CAS号:
性质: 配合剂分散体于规定条件下,在单位时间及单位面积上沉降的量。它是衡量胶乳用配合剂分散体稳定性的重要指标。为防止分散体的沉淀需加入适量分散剂,保护胶体并进行充分研磨分散。
CAS号:
性质: 配合剂分散体于规定条件下,在单位时间及单位面积上沉降的量。它是衡量胶乳用配合剂分散体稳定性的重要指标。为防止分散体的沉淀需加入适量分散剂,保护胶体并进行充分研磨分散。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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