GeoAsia 1 - 1997 Bangalore India THE USE OF GEOSYNTHETICS TO IMPROVE THE BEARING CAPACITY OF THE FOUNDATION OF A ROAD EMBANKMENT Andrea Cancelli, Paolo Cancelli, Piergiorgio Recalcati, Pietro Rimoldi Access
GeoAsia 1 - 1997 Bangalore India BEARING CAPACITY OF FOOTING ON SAND BED WITH DOUBLE LAYER FABRIC REINFORCEMENT C.R. Chowdhary, M.L. Ohri, S.R. Chowdhary Access
GeoAsia 1 - 1997 Bangalore India BEARING CAPACITY OF GEOSYNTHETIC REINFORCED GROUND WITH DIFFERENT RELATIVE DENSITIES D.G. Ra, J. W. Ju, S.H. Han Access
EuroGeo 6 - 2016 Ljubljana Slovenia EFFECT OF BIAXIAL ECCENTRICITY IN GEOGRID REINFORCED SAND Kaan DAL, Murat ORNEK, Yakup TUREDI Access
EuroGeo 6 - 2016 Ljubljana Slovenia Undrained vertical bearing capacity of strip footing on GCL layer Mahdi Khodaparast, Reza Hassanvand, S.H.Lajevardi Access
EuroGeo 6 - 2016 Ljubljana Slovenia Effective Width of Geocell under Strip Footing Ayhan Gürbüz Access
EuroGeo 6 - 2016 Ljubljana Slovenia Undrained vertical bearing capacity of strip footing on GCL layer Mahdi Khodaparast, Reza Hassanvand, S.H.Lajevardi Access
GeoAsia 5 - 2012 Bangkok Thailand DESIGN AND CONSTRUCTION OF HIGH STRENGTH COMPOSITE GEOTEXTILE REINFORCED ROAD FOR THE TRANSPORTATION OF A SUBMARINE IN MALAYSIA F. Daud, J. Ahmed, L.W. Chuan, P. S. Ngee Access
GeoAsia 5 - 2012 Bangkok Thailand INTERFERENCE EFFECT ON BEARING CAPACITY OF SHALLOW FOUNDATIONS ON GEOSYNTHETIC-REINFORCED SAND A. Haddad, B. Mehrzad, H. Javdanian Access
