Nonlinear Dynamics Mechanism for Stability Control of the Overlapped Tunnels System

Abstract:

Article Preview

The stability control of the overlapped tunnels system has been one of the hot issues and difficulties in tunnel and underground engineering field. According to the whole process analysis for instability evolution of the overlapped tunnels, its nonlinear dynamics characteristics are studied by the nonlinear dynamics method, including material and energy metabolism, fluctuation, thermodynamics irreversible process, correlation dimension and entropy. On this basis, combining with stability control measures such as grouting, bolt and gunite and so on, the dynamics mechanism and energy dissipation mechanism for stability control of the overlapped tunnels system are studied by synergetics and dissipative structure theory. The nonlinear dynamics evolution law of the control process is also revealed. This research is not only able to provide theoretical support for establishing optimal control model and risk control principle based the nonlinear dynamics, but also of great significance for the stability control technology of the overlapped tunnels.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

113-120

DOI:

10.4028/www.scientific.net/AMM.90-93.113

Citation:

Z. Liu and C. Y. Zhou, "Nonlinear Dynamics Mechanism for Stability Control of the Overlapped Tunnels System", Applied Mechanics and Materials, Vols. 90-93, pp. 113-120, 2011

Online since:

September 2011

Export:

Price:

$35.00

[1] Weijun Chen, Zhonglong Zhu, Modern Tunnelling Technology. 39 (1) (2002) 42-47.

[2] Nishioka T, Proceedings- Japan Society Of Civil Engineers. 752 (2004) 239-253.

[3] Terayama Toru, Yamamoto Yasumiki, Taya Manabu, Tunnelling and Underground Space Technology. 21 (3) (2006) 458-458.

DOI: 10.1016/j.tust.2005.12.096

[4] Luangpitakchumpol D, Geotechnical Engineering. 38 (2) (2007) 111-116.

[5] Weiping Zhu, Min HU, Ping Guo, Mechanics and Engineering. 25 (2003) 32-35.

[6] Suwansawat Suchatvee, Einstein Herbert H, Geotechnical and Geoenvironmental Engineering. 133 (4) (2007) 445-468.

[7] Ioannis Anastasopoulos, Nikos Gerolymos, Vasileios Drosos, Rallis Kourkoulis, Takis Georgarakos, Geotechnical and Geoenvironmental Engineering. 133 (9) (2007) 1067-1090.

DOI: 10.1061/(asce)1090-0241(2007)133:9(1067)

[8] Chuanglian Luo, The creep effect and construction analysis of tunnle[D], south china university of technology, (2005).

[9] Sheng Zhang, Hongbo Hen, Fei Wang, Journal of Hefei University of Technology(Natural Science). 30 (5) (2007) 611-615.

[10] Yongbo Fan, Faquan Wu, Sherong Hu, Chacha Wu, Aiwu Ren, Journal of Engineering Geology. 16 (2) (2008) 268-272.

[11] Sutton John, Concrete – Crowthorne. 40 (10) (2006) 66-67.

[12] Chapman. D, Ahn. S, Hunt. D, Canadian Geotechnical Journal. 44 (6) (2007) 631-643.

[13] Seki Shigekazu, Kaise Shinobu, Morisaki Yasutaka , Azetaka Shinichi, Jiang, Yujing, Tunnelling and Underground Space Technology. 23 (2) (2008) 128-138.

DOI: 10.1016/j.tust.2007.02.007

[14] Hua Shao, Zixin Zhang, Rock and Soil Mechanics. Vol. 25 (S) (2004), pp.545-549.

[15] Honggang An, Xiangdong Hu, Journal of Tongji University. 32 (12) (2004) 1573-1577.

[16] Qunfang Hu, Hongwei Huang, Chinese Journal of Geotechnical Engineering. 28 (1) (2006) 42-47.

[17] Zhen Liu, Cuiying Zhou, Ming Fang, Rock and Soil Mechanics, 31(12)(2010).

[18] Zhen Liu, Cuiying Zhou, Rock and Soil Mechanics. 31 (S) (2010).

[19] Aizhong Lv, Chinese Journal Of Rock Mechanics And Engineering. 15 (3) (1996) 275-281.

[20] Xiaodan Liang, Nonlinear Analysis of Underground Excavation and Support[J], Tunel Construction. 25(6) (2005) 9-10.

[21] Guangyi Sun, Yundong Ma, Journal of Heilongjiang Institute of Science and Technology. 17 (3) (2007) 169-172.

[22] Siqing Qin, Chinese Journal Of Rock Mechanics And Engineering. 19 (3) (2000) 138-142.

[23] Ning Zhao, On entropy conditions of high resolution schemes for scalar conservation laws[J], Journal of Computational Mathematics. 19 (4) (2001) 82-86.

[24] Anxi Wei, Continue Education of Hebei University of Technology. 1 (2002) 37-41.

In order to see related information, you need to Login.