Theoretical Study for One Row of Piles Used as a Breakwater.

OPTIMAL DESIGN OF RESTRAINED SHEET PILE WALLS

Effect of Pile System Characteristics on the Caisson Breakwater Efficiency and Seabed Changes.

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

NUMERICAL ANALYSIS OF ANCHORED SHEET PILE WALLS

Rehabilitation of Submerged Breakwaters by Using Wave Screens

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

Application of Pile Fender system for Upgrading of Existing Quay

Local Seabed Scour around Two Rows of Closely Spaced Piles.

Optimization of Concrete Block Quay Walls