In　this　paper,　based　on　understanding　the　design　theories　on　soil　stabilization,　a　series　of　soil　stabilizers　were　prepared　with　different　kinds　of　industrial　wastes　such　as　calcined　coal　gangue　(CCG),　blast　furnace　slag　(SS),　steel　slag　(SL),　carbide　slag　(CS),　waste　alkali　liquor　(JY),　and　phosphogypsum　(PG).　The　results　indicated　that　when　the　Portland　cement　(PC)　proportion　was　lower　than　20%　in　the　stabilizer,　for　the　soil　sample　selected　from　Wuhan　(WT)　and　Beijing　(BT),　the　unconfined　compress　strength　(UCS)　of　the　stabilized　soil　specimens　could　increase　4.8　times　and　5.4　times　respectively　than　that　of　the　specimens　stabilized　only　by　PC;　compared　with　the　UCS　of　the　specimen　stabilized　only　by　PC,　the　UCS　of　the　specimen　which　was　made　from　soil　sample　WT　and　stabilized　by　the　stabilizer　composed　only　by　CCG,　CS,　and　PG　increased　1.5　times,　and　UCS　of　the　specimen　which　was　made　from　soil　sample　BT　and　stabilized　by　the　stabilizer　composed　only　by　SS,　JY,　and　PG　increased　4.5　times.