The Applicability of Two-dimensional Consolidation Test of Saturated Soilin Centrifugal Force Filed
[1]ZHANG Sha-sha,XIE Yong-li,LIU Bao-jian.The Applicability of Two-dimensional Consolidation Test of Saturated Soilin Centrifugal Force Filed[J].Journal of Zhengzhou University (Engineering Science),2011,32(06):22-26.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
32
Number of periods:
2011 06
Page number:
22-26
Column:
Public date:
2011-11-10
- Title:
- The Applicability of Two-dimensional Consolidation Test of Saturated Soilin Centrifugal Force Filed
- Keywords:
- geotechnical engineering; centrifugal model test; saturated soil; two-dimensional consolidation; numerical analysis
- CLC:
- TU472 TU411.93
- DOI:
- -
- Abstract:
- Gused to be one-dimensional con-solidation test. In fact,lateral drainage of ground will accelerate the dissipation of excess hydrostatic pressureand affect the consolidation settlement. In order to study more practical features of saturated soil consolidationin the two-dimensional drainage conditions centrifuge model test,the centrifuge model box is transformationdesigned. Typical causes of saturated soil in different areas under the two-dimensional drainage conditions ofcentrifugal consolidation tests are studied. It is indicated that,in the centrifugal consolidation force filed con-ditions,the consolidation characteristics of saturated soil with smaller consolidation coefficient was closer totwo-dimensional consolidation theory.Ceotechnical centrifuge model test can provide foundation conditions fora two-dimensional consolidation test of saturated soil.
- References:
- -
- Similar References:
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Last Update:
1900-01-01
