Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory
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Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory
Vol. 33, Issue 6, (2012)
作者机构:
浙江水利水电专科学校 建筑工程系,杭州,310018
作者简介:
基金信息:
DOI:
CLC:TU441+.6
Online First:14 June 2012,
Published:2012
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QIN Zhi-hai, QIN Peng. Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory[J]. 2012, 33(6).
DOI:
QIN Zhi-hai, QIN Peng. Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory[J]. 2012, 33(6).DOI:
Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory
The analysis and prediction of seawall foundation's post construction settlements are very meaningful for engineering maintenance and disaster prevention. Based on seawall's early post-monitoring data in the initial stage of construction
the soil consolidation coefficient is inversed by using layer-wise summation method and Terzaghi's consolidation theory; and an analysis is also carried out the variation laws of consolidation coefficient. In this way
the authors adopt the improved variable dimension fractal prediction models to forecast the consolidation coefficient with strong trends; and then predict the contingent long-term post construction settlement of seawall. As a test
the prediction model is applied to the seawall monitoring data of Beidaihou second east-causeway project (located in Dongtou County of Zhejiang Province). As a result
it reflects well the mechanism of soil body’s consolidation and settlement
and predicts better the trend of seawall’s post construction settlement.