Effect of stiffness of building adjacent to excavation on deformation of the excavation wall

Author:

Raisianzadeh Javad,Dehghan Khalili Hesam,Rahmani Nejad Mehdi

Publisher

Apex Publishing

Reference24 articles.

1. [1] Seok, J.W., Kim, O.Y., Chung, C.K., and Kim, M.M. (2001). “Evaluation of ground and building settlement near braced excavation sites model testing”, Canadian Geotechnical Journal, Vol. 38, No. 11, pp. 1127 - 1133

2. [2] Finno, R. J., Calvello, M., & Bryson, S. L.(2002). “Analysis and performance of excavation for the Chicago- State subway renovation project and its effect on adjacent structures”, Technical Report of U.S. Department of Transportation Research and Special Programs Administration.

3. [3] Boscardin, M. D., & Cording, E. G. (1989). “Building response to excavation induced settlement”, J. Geotech. Eng. Div., ASCE, Vol. 115, No.1, pp

4. [4] Zapata-Medina, D. G. (2007). “Semi-empirical method for designing excavation support systems based on deformation control”, PHD Theses,University of Kentucky, 240pp.

5. [5] Razeghi, Hamidreza and Bahmani, Yousef. (2011). "Analysis of deformation and stability considering the effect of pre-compression forces in frictional supported flexible structures on stiff to hard cohesive soils", 6th National Civil Engineering Congress, Semnan .

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