THREE-DIMENSIONAL CONSOLIDATION OF A SATURATED CLAY UNDER MODEL FOOTINGSSHANKER NB; RATNAM MV; SRIRAMA RAO A et al.1975; SOILS FOUND.; JAP.; DA. 1975; VOL. 15; NO 1; PP. 88-92; BIBL. 8 REF.; 6 ILL.Article

CONSOLIDATION DUE TO SHEAR LOADS DISTRIBUTED OVER A RECTANGULAR AREA.BABU SHANKER N; SARMA KS; RATNAM MV et al.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 4; PP. 329-342; BIBL. 11 REF.Article

A CASE STUDY OF A CRACKED BUILDING FOUNDED ON MORUM SOIL = UNE ETUDE DE CAS D'UN BATIMENT FISSURE SUR SOL MORUMBABU SHANKER N; RATNAM MV; SRIRAMA RAO A et al.1982; GEOMECH-81. SYMPOSIUM ON ENGINEERING BEHAVIOUR OF COARSE GRAINED SOILS, BOULDERS AND ROCKS/1981/HYDERABAD; IND; MEERUT: SARITA PRAKAHAN; DA. 1982; VOL. 1; PP. 415-418; BIBL. 1 P.; 1 TAB. ; ILL./TABL.Conference Paper