journal article·2025-05

Shear properties of unsaturated red mudstone fill material over a wide range of suction

Jie Ma, Xianfeng Liu, Shengyang Yuan, Jiahang Xu, Ren Hu, Dariusz Wanatowski, Zhangjun Dai, Xiaobin Chen

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OpenAlex topics: Soil and Unsaturated Flow · Geotechnical Engineering and Soil Mechanics · Geotechnical and construction materials studies

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References (55)

Show source-provided references
1. Shakedown behavior of saturated weathered red mudstone10.1016/j.soildyn.2022.107497 ↗
2. Energy-based insight into characterization of shakedown behavior of fully weathered red mudstone10.1016/j.sandf.2023.101360 ↗
3. Full-scale model testing of the dynamic response of lime-stabilized weathered red mudstone subgrade under railway excitation10.1016/j.soildyn.2019.105999 ↗
4. Full-scale model testing on the dynamic behaviour of weathered red mudstone subgrade under railway cyclic loading10.1016/j.sandf.2018.11.007 ↗
5. Experimental study on the small strain stiffness-strength of a fully weathered red mudstone10.1016/j.conbuildmat.2024.137058 ↗
6. Multi-scale investigation on curing time effect of lime stabilized red mudstone as fill material for high-speed railway subgrade10.1016/j.conbuildmat.2024.137749 ↗
7. Mechanical behavior of GMZ bentonite pellet mixtures over a wide suction range10.1016/j.enggeo.2019.105383 ↗
8. Influences of degree of saturation and strain rate on strength characteristics of unsaturated granular subbase course material10.1016/j.trgeo.2014.04.001 ↗
9. Influence of initial water content on unsaturated shear strength of compacted GaoMiaoZi (GMZ) bentonite10.1139/cgj-2019-0431 ↗
10. Strength and dilatancy of an unsaturated expansive soil at high suction levels
11. Effect of microstructure on shear strength and dilatancy of unsaturated loess at high suctions10.1139/cgj-2018-0592 ↗
12. Investigation on unsaturated critical state and Hvorslev surface of compacted bentonite under high suction conditions10.1016/j.enggeo.2019.105204 ↗
13. Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils10.1139/cgj-2022-0348 ↗
14. An analytical model for predicting the shear strength of unsaturated soils10.1680/jgeen.21.00135 ↗
15. Characterizing suction stress and shear strength for unsaturated geomaterials under various confining pressure conditions10.1016/j.trgeo.2022.100747 ↗
16. Evolution model of unsaturated shear strength indices over a wide range of saturation
17. Unsaturated shear strength of a silty sand10.1016/j.enggeo.2013.05.011 ↗
18. Behavior of unsaturated weathered residual granite soil with initial water contents10.1016/j.enggeo.2009.09.004 ↗
19. Effect of stress state on the unsaturated shear strength of a weathered granite10.1139/t04-091 ↗
20. Mechanical behavior of unsaturated intact loess over a wide suction range
21. Shear strength of a compacted scaly clay in variable saturation conditions10.1007/s11440-015-0379-7 ↗
22. Influence of structure on shear characteristics of the unsaturated loess in Lanzhou China10.1016/j.enggeo.2013.10.023 ↗
23. Hydro-mechanical behavior of expansive soils with different dry densities over a wide suction range10.1007/s11440-019-00874-y ↗
24. Hydromechanical characteristics and microstructure of unsaturated loess under high suction
25. Experimental study on the direct shear strength characteristics of silt treated with Xanthan gum under different drying and wetting paths10.1016/j.conbuildmat.2024.135457 ↗
26. Multi-scale characterization of retention and shrinkage behaviour of four Australian clayey soils10.1139/cgj-2015-0145 ↗
27. Experimental investigation on the effect of initial structure on the water retention behavior of Mile clay10.1016/j.conbuildmat.2023.133000 ↗
28. Soil water retention behavior and microstructure evolution of lateritic soil in the suction range of 0–286.7 MPa10.1007/s11440-020-01011-w ↗
29. Tensile strength of compacted clayey soil10.1061/(ASCE)GT.1943-5606.0001267 ↗
30. Some problems about principle of effective stress
31. Unsaturated shear strength characteristics of coarse-fine mixed soils in a wide range of degree of saturation: experimental phenomena
32. Influence of hydraulic hysteresis on effective stress in unsaturated soils10.1680/geot.09.T.009 ↗
33. The validation of the effective stress principle of unsaturated soils
34. Experimental study on shear strength of unsaturated soil over a wide suction range and its prediction
35. Some aspects of effective stress in saturated and partly saturated soils10.1680/geot.1963.13.3.177 ↗
36. A microstructurally based effective stress for unsaturated soils10.1680/geot.8.P.002 ↗
37. Compacted soil behaviour: initial state, structure and constitutive modelling10.1680/geot.11.P.134 ↗
38. Modelling the mechanical behaviour of expansive clays10.1016/S0013-7952(99)00079-4 ↗
39. Brazilian tensile strength testing of compacted clay10.1520/GTJ20160180 ↗
40. Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests10.1061/(ASCE)GT.1943-5606.0000189 ↗
41. Importance of controlling the degree of saturation in soil compaction linked to soil structure design10.1016/j.trgeo.2018.06.004 ↗
42. Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay10.1016/j.sandf.2024.101427 ↗
43. The influence of soil structure and stress history on the soil-water characteristics of a compacted till10.1680/geot.1999.49.2.143 ↗
44. Swelling behaviour of compacted Maryland clay under different boundary conditions10.1680/jgeot.17.P.140 ↗
45. Multi-scale characterization of swelling behaviour of compacted Maryland clay10.1007/s11440-016-0457-5 ↗
46. Effects of aggregate size on water retention capacity and microstructure of lime-treated silty soil10.1680/jgele.15.00127 ↗
47. Changes in thermal conductivity, suction and microstructure of a compacted lime-treated silty soil during curing10.1016/j.enggeo.2016.01.008 ↗
48. Changes in microstructure and water retention property of a lime-treated saline soil during curing10.1007/s11440-021-01218-5 ↗
49. Unsaturated shear strength of a silty sand10.1016/j.enggeo.2013.05.011 ↗
50. Behavior of unsaturated weathered residual granite soil with initial water contents10.1016/j.enggeo.2009.09.004 ↗
51. Discussion on the separation of macropores and micropores in a compacted expansive clay10.1680/jgele.20.00056 ↗
52. Influence of soil microstructure on air permeability in compacted clay10.1680/jgeot.18.P.186 ↗
53. Capillary water retention curve and shear strength of unsaturated soils10.1139/cgj-2015-0322 ↗
54. Hydromechanical behavior and prediction of unsaturated loess over a wide suction range
55. Experimental study on influences of moisture content on shear strength of unsaturated loess