Prevalent　buildings　are　supported　by　pile　foundations　in　urban　areas,　and　the　importance　of　nearby　excavation　prediction　is　indisputable　due　to　various　engineering　accidents　caused　by　the　density　of　urban　buildings　and　the　complexity　of　the　underground　environment.　Recently,　a　case　of　tunneling　adjacent　to　a　pile　group　has　received　a　lot　of　attention　from　the　research　community　and　engineers.　In　this　study,　a　mechanical　model　of　a　shallow　tunnel　adjacent　to　a　pile　group　is　established.　The　proposed　stress-release　function　is　taken　as　the　stress　boundary　condition　of　the　tunnel　periphery.　Considering　the　pile　group,　the　elastic　stresses　are　calculated　by　complex　variable　theory,　combined　with　the　Mindlin＇s　solution.　Then,　the　new　analytical　solutions　to　stress　are　obtained　to　predict　the　stratum　responses　induced　by　tunneling　adjacent　to　the　existing　pile　group　loads　inside　the　stratum　in　a　gravity　field.　Ultimately,　this　study　provides　parameters　to　analyze　their　influence　on　ground　stress　and　potential　plastic　zone,　such　as　the　stress　release　coefficient,　pile　group　locations,　and　soil　parameters.　This　research　provides　a　theoretical　basis　for　stratum　stresses＇　prediction　in　shallow　tunneling　engineering　fields　when　tunneling　adjacent　to　a　pile　group,　and　it　can　be　applied　to　the　construction　of　resilient　cities.