A simplified analysis method for the influence of tunneling on grouped piles

Author:

Huang Maosong,Zhang Chenrong,Li Zao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference29 articles.

1. Pile responses caused by tunneling;Chen;J. Geotech. Geoenviron. Eng., ASCE,1999

2. Finite element analysis of tunnel-soil-pile interaction using displacement control model;Cheng;Tunn. Undergr. Space Technol.,2007

3. Coutts, D.R., Wang, J., 2000. Monitoring of reinforced concrete piles under horizontal and vertical loads due to tunneling. In: Tunnels and Underground Structures, Balkema, London, pp. 514–546.

4. Effects of advancing open face tunneling on an existing loaded pile;Gordon;J. Geotech. Geoenviron. Eng., ASCE,2005

5. Jacobsz, S.W., Standing, J.R., Mair, R.J., Soga, K., Hagiwara, T., Sugiyama, T., 2001. The effects of tunneling near single driven piles in dry sand. In: Proceedings of Asian Regional Conference on Geotechnical Aspects of Underground Construction in Soft Ground, Tongji University Press, Shanghai, pp. 29–35.

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