The invention discloses a shallow tunneling method for a
pipe-proof-supporting structure combined
system. The method comprises the steps of A, arranging two vertical working wells in areas without sensitive buildings at the two ends of an underground structure; B, ejecting size and
diameter combination steel pipes into the periphery of an underground main body structure through the vertical working wells to form a tube screen; C, reinforcing a soil body between the steel pipes through a grouting or freezing method to form
water tightness underground space; D, under the protection of the combined tube screen, conducting shallow tunneling construction on the underground main body structure, and enabling the tube screen and a supporting structure to form a longitudinal annular combination
stress system with large rigidity; E, after the combination
stress system achieves a certain strength, disassembling an inner contemporary support, and constructing the underground main body structure. The shallow tunneling method for the
pipe-proof-supporting structure combined
system has the advantages that the
pipe screen is combined with the supporting structure, the combined
stress system with the large rigidity is formed, settlement is strictly controlled, loss of underground water is effectively controlled, construction and
operation safety is ensured, and the shallow tunneling method for the pipe-proof-supporting structure combined
system is particularly suitable for the situation that an ultra-shallow berried oversized section saturated tunnel penetrates through the sensitive buildings underground.