The traditional Coulomb’s earth pressure theory does not consider the effect of local surcharge on the lateral earth pressure and its critical failure angle. However, in practice, local surcharges commonly act on the surface of frozen backfill that is affected by freeze-thaw actions in cold regions and tend to affect the active thrust and its position. In paper, analytical solutions for estimating the active thrust, critical wedge failure angle, and action position subject to a local surcharge in cold regions are proposed. Herein, the simplified equivalent moment of surcharge is adopted on the premise of maintaining Coulomb’s earth pressure assumptions. The formula derivation is provided as a typical example to obtain the active thrust, cri...
AbstractRankine classic earth pressure solution has been expanded to predict the seismic active eart...
ABSTRACT: This paper presents experimental data of earth pressure acting against a vertical rigid wa...
Abstract: Estimating active earth pressure accurately is very important when designing retaining wal...
© 2015 American Society of Civil Engineers. A new simplified method is proposed to compute the activ...
[[abstract]]For retaining walls built in mountainous regions, narrow backfill spaces are often encou...
A calculation method for the active earth pressure on the possibly inclined face of a retaining wall...
In engineering, the new retaining walls are often constructed near the existing structure owing to t...
A Coulomb-type general solution for active earth pressure on the vertical face of a retaining wall w...
Retaining walls provide support for vertical or near vertical grade changes, while also preventing e...
The earth pressure coefficient K, defined as the horizontal to vertical normal (effective) stresses ...
© 2016 American Society of Civil Engineers. In this study, a novel analytical approach is proposed t...
The Mononobe-Okabe method is widely used in practice to estimate dynamic active earth pressure. The ...
Copyright © 2012 Sima Ghosh and Chirabrata Debnath. This is an open access article distributed under...
The horizontal differential layer element method was used to study the active earth pressure of the ...
Leshchinsky, DovTraditionally, resultant force of lateral earth pressure serves as the basis for des...
AbstractRankine classic earth pressure solution has been expanded to predict the seismic active eart...
ABSTRACT: This paper presents experimental data of earth pressure acting against a vertical rigid wa...
Abstract: Estimating active earth pressure accurately is very important when designing retaining wal...
© 2015 American Society of Civil Engineers. A new simplified method is proposed to compute the activ...
[[abstract]]For retaining walls built in mountainous regions, narrow backfill spaces are often encou...
A calculation method for the active earth pressure on the possibly inclined face of a retaining wall...
In engineering, the new retaining walls are often constructed near the existing structure owing to t...
A Coulomb-type general solution for active earth pressure on the vertical face of a retaining wall w...
Retaining walls provide support for vertical or near vertical grade changes, while also preventing e...
The earth pressure coefficient K, defined as the horizontal to vertical normal (effective) stresses ...
© 2016 American Society of Civil Engineers. In this study, a novel analytical approach is proposed t...
The Mononobe-Okabe method is widely used in practice to estimate dynamic active earth pressure. The ...
Copyright © 2012 Sima Ghosh and Chirabrata Debnath. This is an open access article distributed under...
The horizontal differential layer element method was used to study the active earth pressure of the ...
Leshchinsky, DovTraditionally, resultant force of lateral earth pressure serves as the basis for des...
AbstractRankine classic earth pressure solution has been expanded to predict the seismic active eart...
ABSTRACT: This paper presents experimental data of earth pressure acting against a vertical rigid wa...
Abstract: Estimating active earth pressure accurately is very important when designing retaining wal...