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The stability problem of high fill slopes has always been a research hotspot. Its failure mechanism is complex and prominent, featuring strong concealment, a short occurrence time and great harmfulness.
Hongda Zhang +4 more
doaj +5 more sources
Stability of loess high-fill slope based on monitored soil moisture changes
This paper aims to assess the influence of moisture content changes during rainfall on the stability of loess high-fill slopes by taking a loess high-fill slope in Lanzhou City as an example.
XueLing Yong +6 more
doaj +4 more sources
Stability evaluation and reinforcement of ultra-high fill embankment slope of GRS
The deformation and instability of embankment slope is one of the common engineering diseases in highway engineering. After the disaster occurs, it is easy to cause huge economic losses and casualties.
Chao Ren +7 more
doaj +2 more sources
Multi-Source Evidence Chain Identification and Mechanistic Analysis of a Creep-Type Expressway Embankment Landslide in a Mountainous Karst Area: A Case Study of the K610 Section of the Rucheng-Chenzhou Expressway [PDF]
Recurrent settlement of high-fill embankments along mountain expressways is difficult to diagnose because its underlying mechanism is often unclear. This study investigates the distressed K610 section of the G76 Xiamen–Chengdu Expressway between Rucheng ...
Bin Liu, Fan Xu, Menggang Yang
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Progressive Deformation Mechanism and Stability Analysis of a High-Fill Expansive Soil Slope
Background: To elucidate the hydraulic response, progressive deformation, and wetting-induced swelling effects of high-fill expansive soil slopes throughout the rainfall–cessation process.
Ruoxi Lin +5 more
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Optimal design of the high geogrid-reinforced slope at the airfield of an airport
Geogrid reinforced soil slope is a new type of slope supporting structure, which is of great significance for improving the slope stability, saving construction land and preserving the ecological environment.
Hong LIAO, Chao XU, Yang YANG
doaj +1 more source
Taking the loess high-fill project of Lv Liang airport in China as the research object, large-scale centrifugal tests were carried out to investigate the deformation characteristics of the collapsible loess ultrahigh-fill slope under natural moisture ...
Yuan Mei +12 more
doaj +1 more source
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
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Building sites are created by leveling hills and creating land in the hilly mountainous areas of collapsible loess. The deformation characteristics of the high slopes of excavation and filling and the internal properties of the soil at the exposed ...
Yun WANG +3 more
doaj +1 more source
Evaluation of slope failure potential in forest roads (Case study: 46th watershed, North of Iran) [PDF]
Forest road networks are the essential bases of modern and sustainable production within Hyrcanian forests of Iran. In most mountainous areas, the slope failures are often caused by the construction of forest road on steep terrains.
Zahra Azizi, Asghar Hosseini
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