A　scheme　for　monitoring　structural　forces　and　pressures　of　the　surrounding　rock　is　drawn　up　for　the　shallow　depth　bored　tunnel　of　a　subway　station　in　Beijing.　According　to　the　monitoring　data,　the　change　characteristics　of　structural　forces　and　rock　pressures　during　the　construction　are　analyzed　under　the　influence　of　bridge　pile　foundation.　The　trends　of　structural　forces　and　rock　pressure　are　under　control,　and　the　reference　information　is　provided　to　judge　the　stability　and　safety　of　the　tunnel　by　monitoring　information　feedbacks.　There　are　several　monitoring　conclusions　as　follows:　The　invert　of　shallow　depth　bored　tunnel　has　a　high　pressure;　tunnel　distortion　produces　dissymmetry　in　the　function　of　adjacent　bridge　pile,　as　result　the　rock　pressure　increases　a　lot;　and　the　structure　internal　force　of　tunnel　is　different　under　the　influence　of　adjacent　piles　or　not.