journal article·2023-11

Freeze–thaw characteristics and long-term effects of applying a capillary drainage plate in a subgrade in a plateau highway: Insights from laboratory and numerical investigations

Xiaoning Li, Jinliang He, Sixiang Ling, Yangjun Dong, Chunwei Sun, Siyuan Zhao

Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Research context

OpenAlex topics: Climate change and permafrost · Soil and Unsaturated Flow · Cryospheric studies and observations

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (47)

Show source-provided references
1. Thaw weakening of pavement structures in cold regions10.1016/S0165-232X(99)00020-8 ↗
2. Effect of freeze-thaw cycles on mechanical property of silty clay modified by fly ash and crumb rubber10.1016/j.coldregions.2015.04.004 ↗
3. Freeze-thaw performance of phase change material (PCM) incorporated pavement subgrade soil10.1016/j.conbuildmat.2018.12.210 ↗
4. Research Progress of International Frozen Soil Engineering—A Summary of the Fifth International Symposium on Frozen Soil Engineering
5. Xu · 2010
6. Microfabric effects in frozen clays in relation to geotechnical parameters
7. Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers10.1016/j.coldregions.2009.07.001 ↗
8. Modeling frost heave in freezing soils10.1016/j.coldregions.2009.12.007 ↗
9. New ice lens initiation condition for frost heave in fifine-grained soils10.1016/j.coldregions.2012.05.003 ↗
10. Pore water pressure evolution below a freezing front under saturated conditions: Large-scale laboratory experiment and numerical investigation10.1016/j.coldregions.2018.11.005 ↗
11. Pore water and effective pressure in the frozen fringe during soil freezing
12. New ice lens initiation condition for frost heave in finedgrained soils10.1016/j.coldregions.2012.05.003 ↗
13. Impact of freeze-thaw cycles on mechanical behavior of lime stabilized gypseous soils10.1016/j.coldregions.2013.12.003 ↗
14. Effect of drying-wetting cycles on saturated shear strength of undisturbed residual soils10.11648/j.ajce.20160404.15 ↗
15. Swelling pressure development and inter-aggregate porosity evolution upon hydration of a compacted swelling clay10.1016/j.clay.2016.01.002 ↗
16. Effect of freezing and thawing processes on soil aggregate stability10.1016/S0341-8162(02)00177-7 ↗
17. Geological hazards in loess terrain, with particular reference to the loess regions of China
18. Experimental and theoretical characterization of frost heave and ice lenses10.1016/j.coldregions.2014.05.002 ↗
19. Ershov · 1979
20. A moisture migration under thawing of frozen soils
21. Mathematical model on the steady growth of an ice layer in freezing soils
22. Kinetic model for crystallization in porous media10.1016/0017-9310(96)00170-6 ↗
23. Influence of fines on frost heave characteristics of a well-graded base-course material10.1139/t04-115 ↗
24. Equifinality and sensitivity infreezing and thawing simulations oflaboratory and in situ data10.1016/j.coldregions.2005.06.004 ↗
25. The experiment study of frost heave characteristics and gray correlation analysis of graded crushed rock10.1016/j.coldregions.2016.03.003 ↗
26. Freeze-thaw durability of cement-stabilized macadam subgrade and its compaction quality index10.1016/j.coldregions.2019.01.005 ↗
27. Research on the continuous detection and control index of new high-speed railway subgrade compaction based on vibration energy
28. Analysis of the prevention effect of thermal-insulation method on frost heave of railway subgrade in seasonal frozen regions
29. V.G. Kondratyev, New methods of strengthening subgrade basesonvery icy permafrost soils, Internationa Symposium of Cold Regions Engineering, University of Harbin Industry Technology, (1996) 1–6.
30. Passively cooled railway embankments for use in permafrost areas10.1061/(ASCE)0887-381X(2003)17:3(119) ↗
31. Law of frost heave of canal foundation and appropriate thickness of insulation board under different groundwater levels
32. A Study of the Insulation Mechanism and Anti-Frost Heave Effects of Polystyrene Boards in Seasonal Frozen Soil10.3390/w10080979 ↗
33. Analysis of the application effect of automatic temperature control ventilation on subgrade
34. Analysis of the effect of joint treatment of soft foundation with geotextile and plastic drainage plate
35. Effect of freeze-thaw cycles on static properties of cement stabilised subgrade silty soil10.1080/10298436.2021.1919306 ↗
36. Deformation characteristics of subgrade soils and subbase materials with freeze-thaw10.1007/s12205-013-0294-0 ↗
37. Experimental Study on Wharf yard Foundation Reinforced by Drain Board and Dynamic Consolidation Method
38. A Case Study of Combined Drainage Consolidation-Preloading Methods for a Highway Subgrade on Peat Soils
39. Application of Drain Board and Dynamic Consolidation in Foundation Treatment of Caofeidian Ore Terminal Phase-3 Project
40. S.R. Gui, S.S. Chen, Y.M. Ren, Study on vibration test of the scale-model system for highway bridge-vehicle interaction according to the similarity law, lnternational Conference on Remote Sensing, Environment and Transportation Engineering (RSETE) -Nanjing, China, (2011)1735–1739.10.1109/RSETE.2011.5964629 ↗
41. Analysis of temperature and water Distribution characteristics of permafrost slope subgrade
42. Sun · 2018
43. Research progress of soil properties under freeze-thaw cycles
44. Experimental study on resistivity and deformation characteristics of saturated silty clay after repeated freezing and thawing
45. SL/T 237-1999, Geotechnical test regulations, Beijing: Industry Standard-Water Conservancy, 1999.
46. Analysis of the effect of replacement method on suppressing frost heave of railway subgrade in seasonal frozen soil area
47. Experimental study on the relationship between suction, moisture content and gradation of unsaturated coarse-grained soil matrix