An impervious sand used as separation layer in collapsible loess embankment: A case study
Source abstract
Abstract
In this study, a novel impervious sand is modified from the desert sand. It has a good waterproofing and thermal-isolating capacity. Hence. it was used as the separation layer in the collapsible losses embankment to prolong the service life. It has the advantages of lightweight, good waterproofing effect, and cycled usage. The application of impervious sand in collapsible losses embankment could constrain water immigration effectively. Hence, local collapsible losses could be used in highway construction, which means the construction cost could be saved to a large extent. In this study, an artificial fill and impervious sand of different thicknesses were both used in collapsible losses embankment. In-suit monitoring on soil temperature, water content, settlement, and strains of different directions were conducted for more than one year. Hence, the waterproofing effect between the artificial fill and impervious sand could be compared. Furthermore, the collapsible losses embankment side slope stability was calculated through a finite element model. The long-term performance of embankment stability, which took the filling loess’s water content into consideration, was also calculated and compared between the separation layer made of artificial fill or impervious sand.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Grouting, Rheology, and Soil Mechanics · Geotechnical Engineering and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. Bypass flow, salinization and sodication in a cracking clay soil10.1016/j.geoderma.2003.11.014 ↗
2. Derbyshire, E., Wang, J.T., Billard, A., Egels, Y., Jones, D.K.C., Kasser, M., Muxart, T., Owen, L., 1991. Landslides in the Gansu loess of China.
3. Geological hazards in loess terrain, with particular reference to the loess regions of China10.1016/S0012-8252(01)00050-2 ↗
4. Geological and geotechnical characteristics of some loess and loessic soils from China and Britain: a comparison10.1016/0013-7952(88)90024-5 ↗
5. Comparison of geotextile durability to outdoor exposure conditions in the peruvian andes and the southeastern USA10.1680/gein.7.0164 ↗
6. Loess stabilization using cement, waste phosphogypsum, fly ash and quicklime for self-compacting rammed earth construction10.1016/j.conbuildmat.2019.117195 ↗
7. Research on the incorporation of untreated flue gas desulfurization gypsum into magnesium oxysulfate cement10.1016/j.jclepro.2020.122497 ↗
8. Evaluation of slope stability by finite element method using observed displacement of landslide10.1007/s10346-011-0303-7 ↗
9. Modification of nanoparticles for the strength enhancing of cement-stabilized dredged sludge10.1016/j.jrmge.2021.01.006 ↗
10. Strength evolutions of varying water content-dredged sludge stabilized with alkali-activated ground granulated blast-furnace slag10.1016/j.conbuildmat.2020.122111 ↗
11. Strength development of solidified dredged sludge containing humic acid with cement, lime and nano-SiO210.1016/j.conbuildmat.2019.116971 ↗
12. Synergetic effect of superabsorbent polymer (SAP) and crystalline admixture (CA) on mortar macro-crack healing10.1016/j.conbuildmat.2020.118521 ↗
13. Durability and mechanical performance of pure/chelated superabsorbent polymer (SAP/SAPC) added mortar in cold region
14. Thermal dynamics of the permafrost active layer under increased precipitation at the Qinghai-Tibet Plateau
15. Slope failure induced by cold snap and continuous precipitation in the seasonal frozen area of Qinghai-Tibet Plateau
16. Quantitative evaluation of characteristic precipitation event (CPE)’s effect on hydro-thermal state of active layer in Beiluhe area
17. Li, T., Zhang, F., Niu, Z., 2012. Study on FEM strength reduction method for stability against sliding at deep layer of foundation for concrete dams. Earth Sp. 2012 - Proc. 13th ASCE Aerosp. Div. Conf. 5th NASA/ASCE Work. Granul. Mater. Sp. Explor. 1015–1023. https://doi.org/10.1061/9780784412190.109.10.1061/9780784412190.109 ↗
18. Analytical expressions for determining the stability of cohesionless soil slope under generalized seismic conditions10.1007/s11629-017-4780-6 ↗
19. Critical analysis of slope stability analysis methods10.17577/IJERTV5IS070148 ↗
20. Particle packing from an earth science viewpoint10.1016/0012-8252(94)90008-6 ↗
21. Limit equilibrium method with local factors of safety for slope stability: reply10.1139/t88-093 ↗
22. Practical slip circle method of slices for calculation of bearing capacity factors10.1016/j.sandf.2014.11.008 ↗
23. Change in pore-size distribution of collapsible loess due to loading and inundating10.1007/s11440-019-00815-9 ↗
24. Effect of freeze-thaw on freezing point of a saline loess10.1016/j.coldregions.2019.102922 ↗
25. Experimental study on freezing point of saline soft clay after freeze-thaw cycling
26. The mechanism of soil failures along cracks subjected to water infiltration10.1016/j.compgeo.2013.09.009 ↗