Numerical Investigation of Ground Settlements Induced by the Construction of Nanjing WeiSanLu Tunnel and Parametric Analysis

Author:

Anato Neurly JositaORCID,Chen Jian,Tang Aiping,Assogba Ogoubi CyriaqueORCID

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference51 articles.

1. Bobet, A.: Analytical solutions for shallow tunnels in saturated ground. J. Eng. Mech. 127(12), 1258–1266 (2001)

2. Attewell, P.B.: Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil. Ground Eng. 15(8), 13–22 (1982)

3. Peck, R.B.: Deep Excavations and Tunneling in Soft Ground, pp. 225–290 (1969)

4. Moeinossadat, S.R.; Ahangari, K.; Shahriar, K.: Calculation of maximum surface settlement induced by EPB shield tunnelling and introducing most effective parameter. J. Cent. South Univ. 23(12), 3273–3283 (2016)

5. Martos, F.: Concerning an approximate equation of the subsidence trough and its time factors. In: International Strata Control Congress, Leipzig, pp. 191–205 (1958)

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