Experimental investigation into the role of particle morphology in the strength and dilatancy behaviour of aeolian dune sand
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Research context
OpenAlex topics: Aeolian processes and effects · Geotechnical Engineering and Soil Mechanics · Tree Root and Stability Studies
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References (63)
Show source-provided references
1. Influence of particle morphology on the friction and dilatancy of sand10.1061/(ASCE)GT.1943-5606.0001841 ↗
2. 2016
3. 2016
4. The physics of blown sand and desert dunes
5. Geological evolution of Thar desert in India—Issues and prospects
6. A state parameter for sand10.1680/geot.1985.35.2.99 ↗
7. The steady state of sand10.1680/geot.1991.41.3.365 ↗
8. The strength and dilatancy of sands10.1680/geot.1986.36.1.65 ↗
9. The strength and dilatancy of sands. Discussion10.1680/geot.1987.37.2.219 ↗
10. Particle shape characterization using fourier descriptor analysis10.1680/geot.2001.51.6.545 ↗
11. BS 1377-2:1990 (BSI, 1990). Methods of test for soils for civil engineering purposes - Part 2 classification tests. London: British Standards Institution.
12. BS 1377-7:1990 (BSI, 1990). Methods of test for soils for civil engineering purposes - Part 7 shear strength tests (total stress). London: British Standards Institution.
13. L’indice de emousee des grais de sable et gres
14. Dilatancy and shear strength of sand at low confining pressures10.1061/(ASCE)GT.1943-5606.0000237 ↗
15. A multi-variable equation for relationship between limiting void ratios of uniform sands and morphological characteristics of their particles10.1016/j.enggeo.2018.02.003 ↗
16. Cho, C.C., Dodds, J., and Santamarina, J. C. (2006). Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands. J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241(2006)132:5 (591), 591–602.10.1061/(ASCE)1090-0241(2006)132:5(591) ↗
17. The surface geology and geomorphology around gobabeb
18. 2010
19. A quantitative method of describing grain size distribution of soils and some examples for its applications10.1007/s10064-015-0790-1 ↗
20. Angularity and silica coatings of Simpson Desert sand grains, Northern Territory, Australia
21. Automated determination of the distribution of local void ratio from digital images10.1520/GTJ10334J ↗
22. Physical controls on sand composition and relative durability of detrital minerals during ultra-long distance littoral and aeolian transport (Namibia and southern Angola)10.1111/sed.12169 ↗
23. Goudie · 2006
24. The character and possible origins of the aeolian sediments of the Wahiba sands10.2307/634875 ↗
25. The shape of desert sand dune grains10.1016/S0140-1963(18)31559-3 ↗
26. Jewell · 1980
27. The influence of particle elongations on direct shear behaviour of granular materials using DEM10.1007/s10035-019-0947-x ↗
28. Dynamic properties of sand from dry to fully saturated states10.1680/geot.10.P.042 ↗
29. Grain size characteristics of Namib Desert linear dunes10.1111/j.1365-3091.1981.tb01668.x ↗
30. Instability of loose sand in constant volume direct simple shear tests in relation to particle shape10.1007/s11440-019-00909-4 ↗
31. Effects of particle shape and size distribution on the shear strength behavior of composite soils10.1007/s10064-013-0482-7 ↗
32. Behavior of rounded granular materials in direct shear: Mechanism and quantification of fluctuations10.1016/j.enggeo.2010.06.008 ↗
33. The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils
34. Livingstone · 2019
35. Re-recognizing the impact of particle shape on physical and mechanical properties of sandy soils: A numerical study10.1016/j.enggeo.2019.03.011 ↗
36. Mitchell · 2005
37. Murthy · 2006
38. Initial fabrics and their relations to mechanical properties of granular materials10.3208/sandf1960.12.17 ↗
39. Characterization of aeolian sands from Indian desert10.1016/j.enggeo.2012.04.005 ↗
40. Pedley · 1990
41. A new roundness scale for sedimentary particles
42. Pye · 2009
43. Rowe · 1962 · 269A · 500
44. Determination of the critical state of granular materials with triaxial tests10.1016/j.sandf.2017.08.005 ↗
45. An interpretation of the influence of particle shape on the mechanical behavior of granular material10.1007/s10035-019-0909-3 ↗
46. The lower bunter sandstones of north Worcestershire and east Shropshire (England)10.1017/S0016756800091093 ↗
47. The direct shear strength and dilatancy of sand–gravel mixtures10.1007/s10706-004-5832-6 ↗
48. Stress-strain response and dilatancy of sandy gravel in triaxial compression and plane strain10.1061/(ASCE)GT.1943-5606.0001435 ↗
49. Dew fall in sand dune areas of India10.1007/BF02184242 ↗
50. Quantitative characterization of discrete particles10.1680/geot.2001.51.7.619 ↗
51. Taylor · 1948
52. Strength and dilatancy behaviors of deep sands in Shanghai with a focus on grain size and shape effect10.1016/j.jrmge.2020.01.010 ↗
53. TMH1: Technical Methods for Highways: Standard methods of testing road construction materials. Method A1(b). The dry preparation and sieve analysis of gravel, sand and soil samples. Pretoria.
54. Confining pressure, grain angularity and liquefaction10.1061/(ASCE)0733-9410(1985)111:10(1229) ↗
55. Fabric evolution and dilatancy within anisotropic critical state theory guided and validated by DEM10.1016/j.ijsolstr.2019.10.013 ↗
56. Desert dune processes and dynamics
57. Influence of particle breakage on critical state line of rockfill material10.1061/(ASCE)GM.1943-5622.0000538 ↗
58. 3D size and shape characterization of natural sand particles using 2D image analysis10.1016/j.enggeo.2020.105915 ↗
59. Exploring the relationship between critical state and particle shape for granular materials10.1016/j.jmps.2015.08.001 ↗
60. Flow potential of sand during liquefaction10.3208/sandf.38.3_189 ↗
61. The shear strength and dilatancy behavior of wheat stored in silos
62. Traditional soil particle sphericity, roundness and surface roughness by computational geometry10.1680/geot.14.P.192 ↗
63. Micromorphology characterization and reconstruction of sand particles using micro-X-ray tomography and spherical harmonics10.1016/j.enggeo.2014.11.009 ↗