The invention relates to the technical field of foundation pit supporting, in particular to a river-facing deep foundation pit construction method which comprises the following steps: S1,
radar detection outside a foundation pit; s2, the stand column piles and the steel
pipe piles are installed; s3, the outer side of the
supporting wall is subjected to grouting reinforcement treatment; s4, excavation of a foundation pit; s5, construction of a first concrete support; s6, an inner supporting lifting frame is manufactured; s7, construction of a second concrete support; s8, mounting a support in the steel
pipe; and S9, blocking the support wall. According to the construction method, through an engaged
pile body structure of the
supporting wall, accurate grouting reinforcement based on
radar detection on the outer side of the
supporting wall, curtain formation, layered excavation of a foundation pit, multi-channel inner supporting of the supporting wall, inner supporting lifting frame and sectional type formwork pouring, the purposes of improving the anti-seepage performance, safety and reliability in the construction process are achieved; the overall stability of the
supporting system is improved, and the effect of saving materials is achieved.