Comparison of Analysis Specifications and Practices for Diaphragm Wall Retaining System

Abstract

Diaphragm walls are deep embedded earth retaining structures. They also act as a part of the foundation. Geotechnical codes of practice from various countries provide procedures for the analysis of deep foundations. Not many standards are available that directly regulate the analysis of diaphragm walls. This paper compares the analysis of diaphragm walls performed using the foundation codes of different countries. Codes including EN 1997-1, BS 8002, BS 8004, BS EN 1538, AASHTO LRFD Bridge Design Specifications, AS 4678, AS 5100.3, Canadian Foundation Engineering Manual, CAN/CSA S6, IS 9556 and IS 4651 are chosen for the study. Numerical studies and calculations are done using the finite element software Plaxis 2d. Comparative study is performed based on the values of displacements and the forces developed. Study also evaluates the effect of differences in partial safety factors. The outcome of research emphasises the need for development of comprehensive analysis procedures.

Determination of the Bending Moment in the Diaphragm Wall by Inclinometric Observations

“…The bending moments and horizontal displacements of enclosing structures obtained from the results of calculations using existing methods differ significantly from each other [8,9]. In addition, the values obtained in the calculation according to the normative documents of various countries differ to a large extent [10,11].…”