The invention relates to a calculation method for soil deformation caused by double-circle shield
tunnel construction deflection. The calculation method includes the following steps of firstly, drawing a two-dimensional sectional drawing of double-circle shield tunnel excavation; secondly, determining the convergence
radius of a tunnel; thirdly, drawing the shape, size and position of runnel convergence; fourthly, establishing a whole rectangular coordinate
system; fifthly, establishing a local polar coordinate
system; sixthly, establishing a function relation of soil deformation caused by unit
soil loss; seventhly, dividing a
soil loss distribution region into algebraic sums of four sub-regions; eighthly, calculating the total soil deformation component; ninthly, determining the soil deformation and direction according to the soil deformation component. The method is convenient to operate, vertical and transverse deformation, caused by double-circle shield
tunnel construction, of any position of the ground surface and underground soil can be accurately obtained through simple design parameters and
program calculation, and therefore the soil deformation field of the whole cross section can be simulated. By means of the method, soil deformation caused by double-circle shield
tunnel construction under the normal work condition can be calculated, soil deformation under any deflection work condition can be calculated, simple program
software can be complied, and the method is suitable for application and popularization.