深基坑施工变形预测与控制方法研究
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深基坑施工变形预测与控制方法研究TRANSCRIPT
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34 Vol.34 Supp. 2012 .11 Chinese Journal of Geotechnical Engineering Nov. 2012
12 23 4
(1. 5180552. 518036
3. 5106414. 518028)
5 GM(1,1) BP TU47 A 10004548(2012)S0063404 (1983 )E-mail: [email protected]
Deformation predictions and control methods for excavation of deep foundation pits
XIANG Wei1,2, ZHANG Ai-jun2,3, GAO Wei4 (1. Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China; 2. Shenzhen Government Investment Project
Evaluation Center, Shenzhen 518036, China; 3. School of Civil Engineering and Transportation, South China University of Technology
Guangzhou 510641, China; 4. Shenzhen Geotechnical Investigation & Surveying Institute, Shenzhen 518028, China)
Abstract: The excavation deformation of deep foundation pits is predicted by 5 kinds of different models. Compared with the
test data, the results show that the short-term prediction accuracy of the metabolic GM(1,1) model, grey Markov chain model
and BP model can meet the requirements of the engineering. But their long-term prediction accuracy is unreliable. It is proved
that the residual GM(1,1) model and the grey Markov chain model are suitable for the medium-term and long-term predictions.
The excavation deformation control methods for deep foundation pits are summarized
Key words: deep foundation pit; deformation prediction; deformation control method
0
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5 MATLAB
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148 m 22 m 1200@800 30 m 60916 16 m 18 m 2 CJ21 120 510 mm 2.2
1 18
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636 2012
BP 30 BP
2 CJ21 Fig. 2 Field monitoring data of CJ21
3 GM(1,1) 51 -13% 12 -6%BP 46 -7% GM(1,1) BP
3 Fig. 3 Short-term prediction resluts of construction period
2
1-12 8
4 GM(1,1) 16%
26 6%
4 Fig. 4 Comparison of different prediction methods
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. 637
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