Journal:
:international journal of civil engineering
0
o. farzaneh school of civil engineering, faculty of engineering, university of tehran, shanzdah azar avenue, enghelab street, p.o. box: 14155-6457, tehran, iran,
f. askari no 21,iiees, west arghavan st, north dibaji st, farmanieh, p.o.box: 3913/19395, tehran, iran,
j. fatemi school of civil engineering, faculty of engineering, university of tehran, shanzdah azar avenue, enghelab street, p.o. box: 14155-6457, tehran, iran,
presented is a method of two-dimensional analysis of the active earth pressure due to simultaneous effect of both soil weight and surcharge of strip foundation. the study’s aim is to provide a rigorous solution to the problem in the framework of upper-bound theorem of limit analysis method in order to produce some design charts for calculating the lateral active earth pressure of backfill when ...
