The paper by Hu et al. (2018) attempted to quantify the potential impact of seepage flow in the cohesionless backfill on the development of passive earth pressure behind vertical retaining wall. The writer likes to show his gratitude to authors for presenting such interesting results in this paper which would be very much useful for the practicing geotechnical community. While reading this paper with great interest, the writer has left with certain doubts on the methodology and basic assumptions on which the entire analysis has been carried out.The accepted manuscript in pdf format is listed with the files at the bottom of this page. The presentation of the authors' names and (or) special characters in the title of the manuscript may differ...
Determination of earth pressures is one of the fundamental tasks in geotechnical engineering. Althou...
This work presents a theoretical study of passive earth pressure exerted behind a retaining structur...
In the design of a cantilever retaining wall, magnitude and distribution of earth pressures are ofte...
The paper by Hu et al. (2018) attempted to quantify the potential impact of seepage flow in the cohe...
Using an assumed vertical retaining wall with a drainage system along the soil-structure interface, ...
Using an assumed vertical retaining wall with a drainage system along the soil���structure interface...
This paper presents a general solution for active earth pressure acting on a vertical retaining wall...
N/AThe accepted manuscript in pdf format is listed with the files at the bottom of this page. The pr...
© 2016 American Society of Civil Engineers. In this study, a novel analytical approach is proposed t...
International audienceThis paper deals with the effect of seepage How on the lateral earth pressures...
Collapsible soil is one of the problematic soils in geotechnical engineering. They are known for the...
A calculation method for the active earth pressure on the possibly inclined face of a retaining wall...
ABSTRACT: This paper presents experimental data of earth pressure acting against a vertical rigid wa...
Lateral earth pressures (LEP) that arise due to backfill on retaining structures are typically deter...
In engineering, the new retaining walls are often constructed near the existing structure owing to t...
Determination of earth pressures is one of the fundamental tasks in geotechnical engineering. Althou...
This work presents a theoretical study of passive earth pressure exerted behind a retaining structur...
In the design of a cantilever retaining wall, magnitude and distribution of earth pressures are ofte...
The paper by Hu et al. (2018) attempted to quantify the potential impact of seepage flow in the cohe...
Using an assumed vertical retaining wall with a drainage system along the soil-structure interface, ...
Using an assumed vertical retaining wall with a drainage system along the soil���structure interface...
This paper presents a general solution for active earth pressure acting on a vertical retaining wall...
N/AThe accepted manuscript in pdf format is listed with the files at the bottom of this page. The pr...
© 2016 American Society of Civil Engineers. In this study, a novel analytical approach is proposed t...
International audienceThis paper deals with the effect of seepage How on the lateral earth pressures...
Collapsible soil is one of the problematic soils in geotechnical engineering. They are known for the...
A calculation method for the active earth pressure on the possibly inclined face of a retaining wall...
ABSTRACT: This paper presents experimental data of earth pressure acting against a vertical rigid wa...
Lateral earth pressures (LEP) that arise due to backfill on retaining structures are typically deter...
In engineering, the new retaining walls are often constructed near the existing structure owing to t...
Determination of earth pressures is one of the fundamental tasks in geotechnical engineering. Althou...
This work presents a theoretical study of passive earth pressure exerted behind a retaining structur...
In the design of a cantilever retaining wall, magnitude and distribution of earth pressures are ofte...