OPTIMAL DESIGN OF RESTRAINED SHEET PILE WALLS

EFFECTOF GEOSYNTHETICSTIFFNESSAND SURCHARGELOAD ONSTABILITY OF REINFORCEDEARTHSEGMENTAL WALLS

Analysis of Stresses in Pile Caps by Finite Element.

IMPACT OF FAILURE WEDGE VOLUME ON TOP DEFORMATION OF LATERALLY LOADED PILE IN SAND – 3D FEA

The Effect of Long Installation on the Pile Characteristics.

Numerical Modeling of an L-Shaped very Stiff Concrete Retaining Wall.

CONTROL OF SEEPAGE IN MULTI-LAYERED SOIL UNDER HEADINGUP STRUCTURES USING VERTICAL AND INCLINED SHEET PILES

BEHAVIOR OF PILE GROUPS UNDER LATERAL LOADS IN SAND SOIL CONSIDERING MOHR-COULOMB AND MODIFIED MOHR-COULOMB CRITERIONS: COMPARATIVE ANALYSIS

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE ACTING LATERAL HORIZONTAL FORCEAND GRADE OF USED CONCRETE (THEORETICAL STUDY) Part Two

Behavior of Secant Piles Wall in the Soil