Numerical study on the stability of a marine causeway by using two different geotechnical reinforcement systems of geotextile

Using geotextile tubes in the core of a marine causeway to improve its stability

A PROPOSED PROCEDURE FOR ANALYSING REINFORCED EMBANKMENTS

Stability of Geogrid Reinforced Embankment on Soft Clay

STABILITY OF DOCK STRUCTURES FOUNDED ON LIQUEFIABLE SOILS

ANALYSIS OF AN EARTH EMBANKMENT CONSTRUCTED ON A SOFT CLAY FORMATION STABILIZED BY PREFABRICATED VERTICAL DRAINS.

ANALYSIS OF AN EARTH EMBANKMENT CONSTRUCTED ON A SOFT CLAY FORMATION STABILIZED BY PREFABRICATED VERTICAL DRAINS

BEHAVIOUR OF GEOSYNTHETIC REINFORCED SOIL OVERLYING LOOSE SAND

FINITE ELEMENT ANALYSIS OF EMBANKMENTS ON SOFT CLAY

EFFECTOF GEOSYNTHETICSTIFFNESSAND SURCHARGELOAD ONSTABILITY OF REINFORCEDEARTHSEGMENTAL WALLS