The application discloses a kind of deep melting interlayer development area rigid
pile composite foundation structure design method, it is related to rigid
pile composite foundation field, including the following steps: step one, in the existing rigid
pile bearing capacity calculation process, front-end increase
subgrade-
ground temperature field analysis;Step two, increase
groundwater analysis;Step three, determine the compression modulus of the soil layer of seasonal freeze-thaw layer, (water-rich) melting interlayer,
permafrost layer,
bearing capacity characteristic value, check the single pile
bearing capacity characteristic value of different positions in the cross section of roadbed using different pile length, pile
diameter, pile body stiffness material;Step four, carry out zoned unequal design, adjust pile length, pile
diameter, pile body stiffness, so that the range of all pile single pile bearing capacity characteristic values in cross section is lower than design allowable value.The application effectively optimizes pile foundation design, reduces material waste, reduces
engineering cost, while ensuring the safety and stability of structure.