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The role of non‐linear deformation analyses in the design of a reinforced soil berm at Red River U‐frame lock No. 1
Author(s) -
Ebeling Robert M.,
Peters John F.,
Mosher Reed L.
Publication year - 1997
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/(sici)1096-9853(199711)21:11<753::aid-nag899>3.0.co;2-3
Subject(s) - berm , lock (firearm) , geotechnical engineering , foundation (evidence) , deformation (meteorology) , structural engineering , underpinning , frame (networking) , finite element method , engineering , civil engineering , geology , mechanical engineering , geography , archaeology , oceanography
This paper describes a design application of non‐linear deformation analysis to a complex soil–structure–foundation interaction problem through use of a finite element analysis. The problem consists of a proposed renovation to an existing soil‐founded U‐frame lock structure consisting of construction of a densely reinforced soil berm adjacent to an existing lock wall. Major questions facing the designer involve reduction of the earth pressure on the lock wall, layout of the reinforcing in the soil berm, and collateral effects of berm construction on the U‐frame lock structure. A non‐linear deformation analysis played a central role in addressing all of these questions. Berm construction and four operational load cases were used to understand the performance of the reinforced berm and to discern interactions among the lock, the backfill, the foundation strata of the U‐frame lock, the reinforced berm, and the foundation strata of the reinforced berm. Insight gained from the soil–structure–foundation interaction analyses led to an alteration to the proposed reinforcement layout to enhance the performance of the reinforced soil berm.