WEIBULL MODEL FOR PREDICTING THE DEFORMATION OF THE COMPLETE PROCESS OF SETTLEMENT OF COMPOSITE FOUNDATION

Zhang Li-hua; Cai Mei-feng; Niu Qing-lian

doi:10.13204/j.gyjz200610015

Volume 36 Issue 10

Dec. 2014

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Citation:

Zhang Li-hua, Cai Mei-feng, Niu Qing-lian. WEIBULL MODEL FOR PREDICTING THE DEFORMATION OF THE COMPLETE PROCESS OF SETTLEMENT OF COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 54-56. doi: 10.13204/j.gyjz200610015

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WEIBULL MODEL FOR PREDICTING THE DEFORMATION OF THE COMPLETE PROCESS OF SETTLEMENT OF COMPOSITE FOUNDATION

doi: 10.13204/j.gyjz200610015

1.
1 Beijing University of Science and Technology Beijing 100083;
2.
2 Shanxi University of Finance and Economics Taiyuan 030006

Received Date: 2006-04-23
Publish Date: 2006-10-20

Abstract

Abstract

First, the rule of the composite foundation settlement has been summarized; second, the Weibull model characteristic and applicability have been presented; last, using Weibull model, composite foundation settlement has been predicted and calculated based on engineering construction in practice and the observation data of the settlement. It shows that Weibull model is very applicable and has high precision, it can be a valuable basis for civil engineering design.
- composite foundation,
- the complete process of settlement,
- prediction,
- Weibull model

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References(5)

References

李广信. 高等土力学. 北京: 清华大学出版社, 2004

宰金珉, 梅国雄. 全过程的沉降量预测方法研究. 岩土力学, 2000,20(4): 322-325

梅国雄, 宰金珉. 地基沉降-时间曲线型态的证明及其应用. 土木工程学报, 2005, 38(6): 69-72

蒋仁言. 威布尔模型族-特性、参数估计和应用. 北京: 科学出版社, 1998

涂许杭, 王志亮. 修正的威布尔模型在沉降预测中的应用研究. 岩土力学, 2005, 26(4): 621-624

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