An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China
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An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China
Vol. 28, Issue 1, (2007)
作者机构:
1. 西安理工大学,西安,710048
2. 北京市勘察设计研究院,北京,100038
3. 英国帝国理工学院,伦敦,SW7 2AZ
作者简介:
基金信息:
DOI:
CLC:U45
Online First:28 August 2013,
Published:2007
稿件说明:
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HAN Xuan, LI Ning, Jamie R STANDING. An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J]. 2007, 28(1).
DOI:
HAN Xuan, LI Ning, Jamie R STANDING. An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J]. 2007, 28(1).DOI:
An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China
Gaussian equation suggested by professor Peck in 1969 is one of the most popular-used methods to predict the soft ground movement induced by shallow tunneling work. The application of this method in China should be carefully verified and evaluated since it was suggested based on case history studies. Because of the lack of the well-compiled measured data in China
there is no clear conclusion on the adaptability of the Gaussian equation to predict the ground movement induced by the metro tunneling until now. Based on the collection of the published case history analysis
including more than 30 sets of measured data from eight areas in China
the accuracy of the Gaussian equation applied to predict the ground settlement is discussed and evaluated in detail. some typical key parameters are also suggested to the designers.