Study and Evaluation of Added Stresses under Foundation due to Adjacent Structure
Added stresses due to adjacent structure should be
considered in foundation design and stress control in soil under the structure. This case is considered less than other cases in design and
calculation whereas stresses in implementation are greater than analytical stress.
Structure load are transmitted to earth by foundation and role of foundation is propagation of load on the continuous and half extreme
soil. This act cause that, present stresses lessen to allowable strength
of soil. Some researchers such as Boussinesq and westergaurd by
using of some assumption studied on this issue, theorically. Target of
this paper is study and evaluation of added stresses under structure
due to adjacent structure. For this purpose, by using of assumption, theoric relation and numeral methods, effects of adjacent structure
with 4 to 10 storeys on the main structure with 4 storeys are studied
and effect of parameters and sensitivity of them are evaluated.
[1] M.A. Shahin, H.R.Maier & M.B. Jakesa "Settlement prediction of
shallow foundation on granular soil using B-spline neurofuzzy models "
Computers and Geotechnics PP. 637-647.
[2] Asghari Bizaki Farhad, "study of effect of foundation of adjacent
structure with dissimilar storey together", master thesis , mazandaran
University, 2006.
[3] A. Amir " Interference effect on the behavior of footing" PHD thesis ,
university of Roorkee(1992).
[4] Zhaojun. Xia, Nadir Ansari & Yanfu sun "Construction induced
settlement of adjacent building" (2001) PP.868-875.
[5] Joseph.E & bowles.PE "Foundation analysis and design " MCGraw-Hill
company(1996) PP. 450.
[6] Rahimian Mohammad, Eskandari Ghadi Morteza, " theory of elasticity" ,
Tehran University publication, 1998.
[7] foroghi Hamid, " study of adjacent effect on the dynamic properties of
structures" , master thesis , mazandaran University, 1998.
[1] M.A. Shahin, H.R.Maier & M.B. Jakesa "Settlement prediction of
shallow foundation on granular soil using B-spline neurofuzzy models "
Computers and Geotechnics PP. 637-647.
[2] Asghari Bizaki Farhad, "study of effect of foundation of adjacent
structure with dissimilar storey together", master thesis , mazandaran
University, 2006.
[3] A. Amir " Interference effect on the behavior of footing" PHD thesis ,
university of Roorkee(1992).
[4] Zhaojun. Xia, Nadir Ansari & Yanfu sun "Construction induced
settlement of adjacent building" (2001) PP.868-875.
[5] Joseph.E & bowles.PE "Foundation analysis and design " MCGraw-Hill
company(1996) PP. 450.
[6] Rahimian Mohammad, Eskandari Ghadi Morteza, " theory of elasticity" ,
Tehran University publication, 1998.
[7] foroghi Hamid, " study of adjacent effect on the dynamic properties of
structures" , master thesis , mazandaran University, 1998.
@article{"International Journal of Architectural, Civil and Construction Sciences:50677", author = "Alireza M. goltabar and Issa shooshpasha and Reza Shamstabar kami and Mostafa Habibi", title = "Study and Evaluation of Added Stresses under Foundation due to Adjacent Structure", abstract = "Added stresses due to adjacent structure should be
considered in foundation design and stress control in soil under the structure. This case is considered less than other cases in design and
calculation whereas stresses in implementation are greater than analytical stress.
Structure load are transmitted to earth by foundation and role of foundation is propagation of load on the continuous and half extreme
soil. This act cause that, present stresses lessen to allowable strength
of soil. Some researchers such as Boussinesq and westergaurd by
using of some assumption studied on this issue, theorically. Target of
this paper is study and evaluation of added stresses under structure
due to adjacent structure. For this purpose, by using of assumption, theoric relation and numeral methods, effects of adjacent structure
with 4 to 10 storeys on the main structure with 4 storeys are studied
and effect of parameters and sensitivity of them are evaluated.", keywords = "stress, soil, adjacent structure, foundation, loading.", volume = "3", number = "10", pages = "359-5", }