DESIGN OF EXCAVATION BLASTS TO PREVENT DAMAGE = CALCUL DES EXPLOSIONS NECESSAIRES AUX EXCAVATIONS AFIN DE PREVENIR TOUTE DESTRUCTION INUTILE DE STRUCTURECHAE YS.1978; CIV. ENGNG; USA; DA. 1978; VOL. 48; NO 4; PP. 77-79Article

DYNAMIC BEHAVIOR OF WEAK SOILS TREATED WITH ADDITIVES.CHAE YS; CHIANG YC.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 2, P. 1606 A 1610Miscellaneous

DYNAMIC SHEAR MODULUS OF TREATED EXPANSIVE SOILSAU WC; CHAE YS.1980; J. GEOTECH. ENG. DIV.; USA; DA. 1980; VOL. 106; NO 3; PP. 255-273; BIBL. 23 REF.Article

DYNAMIC SHEAR NODULUS OF TREATED EXPANSIVE SOILS = MODULE DE CISAILLEMENT DYNAMIQUE DE SOLS EXPANSIFS TRAITESWING CHEONG AU; CHAE YS.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1980; VOL. 106; NO 3; PP. 255-273; BIBL. 23 REF.Article

DETERMINATION OF DYNAMIC SHEAR MODULUS OF SOILS FROM STATIC STRENGTH = DETERMINATION DU MODULE DE CISAILLEMENT DYNAMIQUE DES SOLS A PARTIR DU CISAILLEMENT STATIQUECHAE YS; AU WC; CHIANG YC et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 33-38; BIBL. 4 REF.; 1 TAB. ; ILL.Conference Paper