To　investigate　the　effects　of　the　initial　conditions　and　stress　states　on　the　intrinsic　undrained　strength　behaviors　of　reconstituted　clay,　a　series　of　consolidated　undrained　triaxial　compression　tests　are　performed　on　reconstituted　Wenzhou　clay　under　different　consolidation　conditions.　The　undrained　shear　stress-strain　relationship　and　undrained　strength　are　investigated.　The　void　index　Iv　and　the　undrained　strength　ratios　Rsu　*=Su/p′　with　different　mean　effective　stresses　p′　are　used　to　compare　the　undrained　strength　Su　under　different　consolidation　conditions　with　the　Chandler　intrinsic　strength　line　ISuL.　The　results　indicate　that　the　undrained　shear　stress-strain　curves　change　with　the　consolidation　stress　paths　under　the　same　mean　effective　stresses　p′.　The　undrained　shear　strengths　and　undrained　strength　ratios　Rsu　*=Su/p′　are　also　greatly　affected　by　the　consolidation　stress　paths.　When　Su/p′=0.33,　the　relationship　between　the　void　index　Iv　and　the　undrained　strength　Su　is　identical　to　the　Chandler　intrinsic　strength　line　ISuL.