Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid
Expansion of bridge girders in summer moves integral bridge abutments toward backfill,
causing high lateral earth pressures behind the abutment. Some backfill material slumps …
causing high lateral earth pressures behind the abutment. Some backfill material slumps …
Effect of Geofoam Inclusion on Dynamic Response of Mechanically Stabilized Earth Walls with Sand–Crumb Rubber Backfill
TS Bandyopadhyay, P Chakrabortty… - Indian Geotechnical …, 2024 - Springer
This paper investigates the effect of the inclusion of geofoam layers at the interface of wall
and backfill on the dynamic response of mechanically stabilized earth (MSE) walls. In this …
and backfill on the dynamic response of mechanically stabilized earth (MSE) walls. In this …
Numerical Modeling of Cantilever Retaining Wall Using EPS Geofoam
R Mustafa - Advanced Engineering Forum, 2024 - Trans Tech Publ
Earth retaining wall structures are common civil engineering structures. Estimation of
magnitude and distribution of earth pressure on retaining structures under different …
magnitude and distribution of earth pressure on retaining structures under different …
Geofoam inclusions for reducing passive force on bridge abutments based on large-Scale tests
KM Rollins, E Scott, A Marsh - Geotechnical Frontiers 2017, 2017 - ascelibrary.org
To decrease lateral earth pressures on structures, a zone of compressible material or an
“inclusion” can be used as a barrier to decrease lateral earth pressures on structures. The …
“inclusion” can be used as a barrier to decrease lateral earth pressures on structures. The …
[PDF][PDF] Effect of EPS geofoam on retaining wall subjected to seismic forces
A Ayeh, AS Ithelo, S Alam - International Congress on …, 2021 - acapublishing.com
Effect of EPS geofoam on retaining wall subjected to seismic forces Page 1 PACE 2021-
Ataturk University, Engineering Faculty, Department of Civil Engineering, Erzurum, 25030 …
Ataturk University, Engineering Faculty, Department of Civil Engineering, Erzurum, 25030 …
Development of a Full-Scale Retaining Wall Model to Evaluate Lateral Earth Pressure Reduction Using EPS Geofoam
V Patil, M Junagade, DS Murty - Dynamics of Soil and Modelling of …, 2022 - Springer
Field verification of the controlled yielding technique using a full-scale retaining wall model
is highly important for the design of optimum thickness and density of geofoam for different …
is highly important for the design of optimum thickness and density of geofoam for different …
[引用][C] Passive Force on Bridged Abutments and Geofoam Inclusions with Large-Scale Test
EG Scott, KM Rollins, MA Scott, PW Richards - MS Project, Brigham Young University, 2015