[1]刘忠玉,范如琴,马崇武..考虑起始水力梯度时变荷载饱和黏土一维固结[J].郑州大学学报(工学版),2009,30(03):35-38.[doi:10.3969/j.issn.1671-6833.2009.03.009]
　LIU Zhongyu,FAN Ruqin,Ma Chongwu.One-dimensional consolidation of saturated clay considering the starting hydraulic gradient time-varying load[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):35-38.[doi:10.3969/j.issn.1671-6833.2009.03.009]
点击复制

考虑起始水力梯度时变荷载饱和黏土一维固结()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
30卷
期数:
2009年03期
页码:
35-38
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
One-dimensional consolidation of saturated clay considering the starting hydraulic gradient time-varying load
作者:
刘忠玉; 范如琴; 马崇武.
郑州大学,土木工程学院,河南,郑州,450001, 郑州大学,水利与环境工程学院,河南,郑州,450001, 东莞理工学院,建筑工程系,广东,东莞,523808
Author(s):
LIU Zhongyu; FAN Ruqin; Ma Chongwu
关键词:
固结理论;  有限体积法;  非Darcy渗流;  起始水力梯度;  变荷载
Keywords:
DOI:
10.3969/j.issn.1671-6833.2009.03.009
文献标志码:
A
摘要:
采用考虑起始水力梯度的非Darcy渗流方程,将Terzaghi饱和黏土一维固结理论推广至可以考虑地面荷载随时间变化的情况,并给出了有限体积法数值计算格式.在此基础上,讨论了起始水力梯度和施工速度对饱和黏土层固结特性的影响.计算结果表明,起始水力梯度越大,地基的固结速度就越慢,且最终固结度小于1;而施工速度的影响主要体现在施工期和竣工初期.
Abstract:
The non-Darcy seepage equation considering the initial hydraulic gradient is used to generalize the one-dimensional consolidation theory of Terzaghi saturated clay to the condition that the ground load can be considered with time, and the numerical calculation format of the finite volume method is given. On this basis, the effects of the initial hydraulic gradient and construction speed on the consolidation characteristics of saturated clay layer are discussed. The calculation results show that the larger the initial hydraulic gradient, the slower the consolidation speed of the foundation, and the final consolidation degree is less than 1. The influence of construction speed is mainly reflected in the construction period and the early stage of completion.

相似文献/References:

[1]吴义章..流变对饱和黏土一维非达西渗流固结的影响[J].郑州大学学报(工学版),2013,34(02):80.[doi:10.3969/j.issn.1671-6833.2013.02.021]
[2]吴金星,徐 耀,李松歌,等.螺旋管内局部二次流的强度计算及演变规律[J].郑州大学学报(工学版),2023,44(04):29.[doi:10.13705/j.issn.1671-6833.2023.04.002]
　WU Jinxing,XU Yao,LI Songge,et al.Intensity Calculation and Development Law of Local Secondary Flow in Helical Tubes[J].Journal of Zhengzhou University (Engineering Science),2023,44(03):29.[doi:10.13705/j.issn.1671-6833.2023.04.002]
[3]程天博,刘忠玉,张杰..考虑Hansbo渗流时施工荷载下饱和黏土的一维固结[J].郑州大学学报(工学版),2012,33(01):28.[doi:10.3969/j.issn.1671-6833.2012.01.007]
[4]刘忠玉,刘忠广,马崇武..考虑起始水力梯度时饱和黏土的一维固结[J].郑州大学学报(工学版),2006,27(03):21.[doi:10.3969/j.issn.1671-6833.2006.03.005]
　LIU Zhongyu,LIU Zhongguang,Ma Chongwu.One-dimensional consolidation of saturated clay when considering the initial hydraulic gradient[J].Journal of Zhengzhou University (Engineering Science),2006,27(03):21.[doi:10.3969/j.issn.1671-6833.2006.03.005]

更新日期/Last Update: 1900-01-01