This　paper　aims　to　provide　the　analytical　solutions　of　the　ground　settlement　for　a　space　curved　shield　tunnel　in　the　case　of　yaw　construction.　Settlement　inducements　include　ground　loss　and　construction　loads,　and　two　corresponding　analytical　models　have　been　proposed　in　this　study.　Three-dimensional　image　theory　has　been　adopted　to　calculate　the　ground　settlement　due　to　ground　loss.　Yawrelated　parameters　are　introduced　into　the　calculation　model　to　deduce　the　relevant　laws　of　the　ground　settlement.　Based　on　modified　Mindlin　solutions,　analytical　models　are　established　to　calculate　the　ground　settlement　induced　by　construction　loads,　such　as　the　frontal　additional　thrust,　axial　friction　of　shield　shell,　and　the　grouting　pressure.　The　method　of　calculating　the　position　of　the　shield　machine　in　the　ground　is　refined,　and　the　influence　area　of　construction　loads　from　the　shield　machine　is　optimized.　Subsequently,　the　obtained　solutions　are　validated　by　a　numerical　model　and　field　data.　Besides,　a　comparison　reveals　that　the　proposed　model　is　the　composition　of　three　classical　analytical　models,　thus　it　excels　them　in　solving　the　problem　mentioned.　Finally,　parametric　analyses　of　yaw　are　conducted　to　examine　yaw　angle　and　pitch　angle　on　ground　settlement.　The　proposed　model　can　effectively　predict　ground　settlement　caused　by　the　spatial　linear　shield　tunneling　process.