透過您的圖書館登入
IP:3.131.110.169
  • 期刊

Analysis on Engineering Characteristics of Underwater Shield Tunnel

摘要


In order to better guide the design and construction of underwater tunnel, this paper makes a detailed and in-depth study on the engineering characteristics of underwater shield tunnel by using the method of engineering example summary and geological generalization model. The research results show that the geological generalization model of underwater tunnel can be divided into the following categories: the tunnel is located in topsoil; the tunnel is located in the semi soil and semi rock composite stratum and the tunnel is located in the bedrock stratum. Underwater shield tunnel engineering is characterized by the coexistence of a single project and multiple stratum types, the diversification of shield construction methods and the manifestation of hydrodynamic pressure.

參考文獻


D.J. Geng, N. Dai, P.J. Guo, et al. Implicit numerical integration of highly nonlinear plasticity models, Computers and Geotechnics, vol. 132 (2021), 1-10.
N. Dai, D.J. Geng, P.J. Guo, et al. Application of conjugate gradient method in numerical realization of elastic-plastic model, Journal of Tongji University (Natural Science Edition), vol. 02 (2021), 173-179 + 297.(In Chinese).
D.J. Geng, P.J. Guo, S.H. Zhou. Implementation of implicit algorithm for elastoplastic model of structural soft soil, Journal of Mechanics, vol. 01 (2018), 78-86.(In Chinese).
X. Li, S.H. Zhou, QM. Gong, et al. Evaluation of earth pressure action mode around large section deep buried high water pressure metro shield tunnel, Geotechnical mechanics, vol. 05 (2015), 1415-1420+1427. (In Chinese).

延伸閱讀