One-dimensional Consolidation of Saturated Clay Considering The Starting Hydraulic Gradient Time-varying Load
[1]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.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
30卷
Number of periods:
2009年03期
Page number:
35-38
Column:
Public date:
1900-01-01
- Title:
- One-dimensional Consolidation of Saturated Clay Considering The Starting Hydraulic Gradient Time-varying Load
- Keywords:
- consolidation theory; finite volume method; non-Darcy seepage; starting hydraulic gradient; Variable loads
- CLC:
- -
- DOI:
- -
- 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.
- References:
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- Similar References:
Memo
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Last Update:
1900-01-01