Tunnel complex unloaded by a deep excavation

Author:

Doležalová Marta

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. Lo KY, Gonsalves SEM. The effects of surface excavation on existing tunnels in urban areas. XIII ICSMFE, New Delhi, India, 1994. p. 859–68.

2. Kimmance JP, Lawrence S, Hassan O, Purchase NJ. Observations of deformations created in existing tunnels by adjacent and cross cutting excavations. In: Mair, Taylor, editors. Geotechnical aspects of underground construction in soft ground. Rotterdam: Balkema, 1996. p. 707–12.

3. Hudek J. Change of deformational characteristics of Liben Shale caused by construction of Vinohrady railway tunnels. Tunel 1994; 25(1): 20–22 (in Czech).

4. Dolezalova M, Venclik P, Zemanova V. Assessment of the effect of construction of the Office Block in Anglicka St. on the underlying tunnel complex by the aid of FEM. Technical Report. Prague: Dolexpert-Geotechnika, 1993 (in Czech).

5. Critical state soil mechanics via finite elements;Britto,1994

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