Author:
Mi Heng,Lu Chenchen,Zhao Xuetao,Zhou Bing,Li Tun
Publisher
Springer International Publishing
Reference8 articles.
1. Heng, C., Sun, S., Zhou, Z., Zhang, J.: Prediction of surface settlement with ultra-shallow-burial and large rectangular cross-section urban underpass. KSCE J. Civil Eng. 23(11), 4641–4650 (2019). https://doi.org/10.1007/s12205-019-2406-y
2. Liao, S.-M., Cheng, C.-H., Chen, L.-S.: The planning and construction of a large underpass crossing urban expressway in Shanghai: an exemplary solution to the traffic congestions at dead end roads. Tunn. Undergr. Space Technol. 81, 367–381 (2018)
3. Correia, J.R., Arruda, M.R.T., Branco, F.A.: Structural assessment of reinforced-concrete arch underpasses subjected to vehicular. Overloads. J. Perform. Constructed Facil. 28(2), 321–329 (2014)
4. Tan, S.B., Yang, K.S.: Laterally loaded piles for a vehicular underpass. J. Geotech. Eng. 110(2), 318–330 (1984)
5. Mori, H.: Some case records of stability and settlement of embankment of the soft. Ground. In: Proceedings of 6th Asian Regional Conference on Soil Mechanics and Foundation Engineering, vol. 2 (1979)