Results 11 to 20 of about 1,744,821 (286)

Using Wood-Shred, Rice-Straw and Brush-Wood-Dams with Planting Seedlings to Runoff and Erosion Control in a Forest Road Fill Slope

open access: yesCroatian Journal of Forest Engineering, 2019
This study aimed to investigate the effects of two types of natural geotextiles, including wood shred (WS), rice straw (RS) and the biomechanics method of brush wood dam (BWD) with planting seedlings of Alnus glutinosa and Salix alba on runoff, soil loss
Mohammad Ali Fakhari   +3 more
doaj   +2 more sources

Field study of a soil nailed loose fill slope

open access: yes, 2012
published_or_final_version ; Civil Engineering ; Doctoral ; Doctor of ...
Jin Li, 李錦
openaire   +3 more sources

Model test of the linear loess fill slope instability induced by rainfall

open access: yesShuiwen dizhi gongcheng dizhi, 2021
In recent years, many linear loess fill slopes have appeared with the continuous development of “Governing valleys” and “Retaining plateau” projects in the Loess Plateau. Slope instability is induced by rainfall, which is an important factor.
Linwan CHEN   +5 more
doaj   +1 more source

Distribution Property of Shear Strength Parameters of Q2 and Q3 Loess in Northwest China and Its Application in Reliability Analysis of Natural and Filled Slopes

open access: yesAdvances in Civil Engineering, 2021
Geological materials have randomness in nature. Statistical analysis can help revealing the variation pattern of the material parameters and the reliability of the slope.
Xueyan Wang   +3 more
doaj   +1 more source

PROGRESSIVE FAILURE OF UNSATURATED FILL SLOPE CAUSED BY CUMULATIVE DAMAGE UNDER SEEPAGE SURFACE

open access: yesInternational Journal of GEOMATE, 2021
Seepage surface position of fill slope can fluctuate owing to rainfall and groundwater supply from behind the slope. Therefore, in this study, shaking-table tests of an unsaturated fill slope were conducted to examine the influence of the seepage surface
Hidehiko Murao
semanticscholar   +1 more source

A model test study of the instability of loess fill slope under different compactness

open access: yesShuiwen dizhi gongcheng dizhi, 2022
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

Effect of bioengineering treatments on reduction of soil erosion from road cut slope and fill slope

open access: yesJournal of Forest Science, 2023
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
doaj   +1 more source

Static liquefaction mechanisms in loose sand fill slopes

open access: yesComputers and Geotechnics, 2022
To investigate potential triggering and failure mechanisms of loose fill slopes, two centrifuge model tests were conducted on loose sand with a contractive tendency and high liquefaction potential. The behaviour of loose sand fill slopes subjected to rising groundwater or rainfall was simulated using a geotechnical centrifuge.
Ng, Charles Wang Wai   +3 more
openaire   +2 more sources

Longitudinal slope and Dehn fillings

open access: yesHiroshima Mathematical Journal, 2003
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

Slope stability of underwater fill embankment in mountainous area [PDF]

open access: yesJournal of Shenzhen University Science and Engineering, 2021
During construction of underwater embankment in mountainous area, there will be a weak layer between the embankment and the original mountain, which leads to the slope stability problem, because it is impossible to clear the surface and repair the slope of the original mountain below the water level.
Jiang LÜ   +4 more
openaire   +1 more source

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