Stability analysis of loess fill slope supported by frame prestressed anchors considering tensile strength cut-off [PDF]
In the stability analysis of loess fill slope, the fissure nature of loess is often ignored, which makes the stability calculation of fill slope too conservative.
Zhuangfu Zhao +3 more
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Evaluating the Effectiveness of Mulching for Reducing Soil Erosion in Cut Slope and Fill Slope of Forest Roads in Hyrcanian Forests [PDF]
Forest operations often enhance runoff and soil loss in roads and skid trails, where cut slopes and fill slopes are the most important source of sediment.
Ahmad Solgi +5 more
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Effect of bioengineering treatments on reduction of soil erosion from road cut slope and fill slope
The efficiency of different conservation practices on soil loss from road side slopes is scarcely identified in the Hyrcanian forests of Iran, which could retard the implementation of these management practices. Sediment of 48 plots on the cut slopes and
Aidin Parsakhoo, Seyed Ataollah Hosseini
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Stability Analysis of Horizontal Layered Multi-Stage Fill Slope Based on Limit Equilibrium Method
The stability of a multi-stage fill slope composed of horizontal layered soil is particularly prominent due to its complex structural characteristics, the variability of filler properties, and the combined effects of external environmental factors ...
Xiaohui Li +4 more
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Analysis of disaster risk to oil and gas pipelines and the effect of CFG reinforcement on high-fill slopes in Yunnan [PDF]
The study aims to investigate the stability of high fill slopes and their impact on oil and gas pipelines at the foot of the slopes in a key construction project located in Anning City, Yunnan Province.
Zhangzhen LIU +4 more
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Three-dimensional stability of a fill slope reinforced by a frame beam anchor plate [PDF]
The frame beam anchor plate is a new supporting structure reinforcing fill slopes. At present, only a few studies have evaluated its static stability based on the two-dimensional plane assumption. In this paper, the limit analysis method is combined with
Anping Huang +3 more
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The construction of fill slopes becomes a critical aspect when there is a need to change the terrain or create new terrain. However, due to the poor engineering properties of the fill material, especially when red sandstone with notable disintegration ...
Zhen Huang +5 more
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Influence of grass plantation on the rainfall-induced instability of gentle loose fill slope
The understanding of rainfall-induced landslides on gentle, loose-fill slopes is limited in comparison to steep slopes. Hence, two physical model tests were conducted on silty sand slopes under continuous rainfall: one on a bare slope and the other on a ...
Pei Tai +5 more
doaj +2 more sources
A model test study of the instability of loess fill slope under different compactness
Loess fill slope is prone to landslide under the condition of rainfall infiltration. The influence of compaction degree under rainfall infiltration on the deformation and failure mechanism and the instability mode and sliding mechanism of loess fill ...
Linwan CHEN +5 more
doaj +1 more source
Longitudinal slope and Dehn fillings
Let \(M\) be an irreducible 3-manifold with indecomposable torus boundary \(T\) and \(\gamma\) a slope on \(T\) bounding an incompressible surface of genus \(g\). It is assumed that there is a slope \(r\) which produces an essential 2-sphere by Dehn filling and \(q\) is the minimal geometric intersection number between the essential 2-sphere and the ...
Matignon, Daniel, Sayari, Nabil
openaire +3 more sources

