Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title Analysis on the Drain Shear Behavior of Composite Ground Improved by Sand Compaction Pile with Low Area Replacement Ratio
Authors 한상재 ; 신현영 ; 김수삼 ; 김재권
Page pp.157-164
ISSN 10156348
Keywords sand compaction pile ; triaxial test ; shear behavior ; shear strength parameter ; 모래다짐말뚝 ; 삼축압축시험 ; 전단거동 ; 전단강도 파라미터