journal article·2012-12

A new TDR sensor for accurate freeze–thaw measurement

Xinbao Yu, Yan Liu, Javanni Gonzalez, Bill (Xiong) Yu

Publisher page

Abstract

The variation of soil properties during freezing–thawing cycles, especially the reduction of subgrade strength during the thawing process, is the major cause of pavement damage in cold regions. This paper introduces the development and evaluation of an innovative guided electromagnetic (EM) wave [time domain reflectometry (TDR)] tube sensor to non-destructively monitor the freezing–thawing process. Experimental evaluation indicates that the sensor signals are responsive to the development of freezing–thawing. From the measured data, the degree of freezing–thawing can be accurately determined by the use of an empirical analysis algorithm. This paper demonstrates the capability of this new TDR sensor to non-destructively monitor the freezing–thawing status of soils. These will set the basis for a thorough investigation of the effects of freezing–thawing on soil behaviour, an important aspect for incorporating the seasonal effects on pavement design and preservation in cold regions.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Soil Moisture and Remote Sensing · Smart Materials for Construction · Geophysical Methods and Applications

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

References (40)

Show source-provided references
1. ASTM D6565, 2005. Test method for determination of water (moisture) content of soil by the time-domain reflectometry (TDR) method, Annual Book of ASTM Standard, American Society of Testing and Materials. Vol. 04.08, American Society of Testing and Materials (ASTM), Philadelphia, Penn
2. ASTM D6780, 2005. Measurement of the soil water content and dry density of soil by time domain reflectometry (TDR) method, Annual Book of ASTM Standard, American Society of Testing and Materials. Vol. 04.08, American Society of Testing and Materials (ASTM), Philadelphia, Penn
3. 10.1061/(ASCE)0733-9410(1995)121:1(69)10.1061/(ASCE)0733-9410(1995)121:1(69) ↗
4. Benson C.H. · Journal of Geotechnical Engineering · 1993 · 119 · 27610.1061/(ASCE)0733-9410(1993)119:2(276) ↗
5. Berg L. · 1996
6. Bergan , A.T. and Fredlund , D.G. 1973 . “ Some fatigue considerations in the design of asphalt concrete pavements ” . Vol. 2 , 37 – 77 . Symposium on frost action on roads, Organization for Economic Cooperation and Development (OECD), Olso, Norway
7. Bergan A.T. · Highway Research Record · 1973 · 1043 · 145
8. Butalia T.S. · 2003
9. Chamberlain E.J. · 1990 · 145
10. Chen R.P. · Journal of Geotechnical and Geoenvironmental Engineering · 2009 · 135 · 188310.1061/(ASCE)GT.1943-5606.0000170 ↗
11. Cole, D., et al., 1986. Resilient modulus of freeze-thaw affected granular soils for pavement design and evaluation: Part 1, laboratory tests on soils from Winchedon, Massachusetts, test sections. Hanover, NH: USA Cold Regions Research and Engineering Laboratory Report 86–4
12. Culley R.W. · Canadian Geotechnical Journal · 1971 · 8 · 35910.1139/t71-038 ↗
13. Daniel D.E. · 1987 · 21
14. Dowding C.D. · 2001
15. 10.1139/cgj-33-4-52910.1139/cgj-33-4-529 ↗
16. Elliott, R.P. and Thornton, S.I., 1988. Resilient modulus and AASHTO pavement design. Transportation Research Record, 1196, 116–124
17. Evett S.R. · 2003 · 894
18. 10.1021/j100723a02310.1021/j100723a023 ↗
19. 10.1139/t85-00710.1139/t85-007 ↗
20. Johnson T.C. · 1978
21. Kahimba F.C. · Canadian Biosystems Engineering · 2007 · 45 · 119
22. Kim W.-H. · Journal of Geotechnical Engineering · 1992 · 118 · 108310.1061/(ASCE)0733-9410(1992)118:7(1083) ↗
23. Lee, W., 1999. A freeze-thaw test on halton till treated with cernent kiln dust. Master thesis. University of Toronto, Toronto, ON, Canada
24. 10.1139/t95-05910.1139/t95-059 ↗
25. Levinson, D., et al., 2005. Cost/benefit study of spring load restrictions. Minnesota Department of Transportation, Report No. MN/RC – 2005–15
26. Liang R.Y. · 2006
27. Mickleborough, B.W., 1970. An experiment study of the effects of freezing on clay subgrades. MSc thesis. University of Saskatchewan, Saskatoon
28. O'Connor , K.M. , Dowding , C.H. and Jones , C.C. , eds. 1994 .Time domain reflectometry in environmental, infrastructure, and mining applications, 600 Washington, DC : U.S. Bureau of Mines . Special Publication SP 19-94
29. 10.1520/STP23890S10.1520/STP23890S ↗
30. 10.1139/t81-01210.1139/t81-012 ↗
31. Ramo S. · 1994
32. Robnett Q.L. · Transportation Research Record · 1976 · 560 · 11
33. Siddiqui, S.I. and Drnevich, V.P., 1995. A new method of measuring density and moisture content of soil using the technique of time domain reflectometry. Report No. FHWA/IN/JTRP-95/9, Joint Transportation Research Program, Indiana Department of Transportation, Purdue University, February 1995, 271 p
34. 10.1061/(ASCE)0887-381X(2002)16:1(28)10.1061/(ASCE)0887-381X(2002)16:1(28) ↗
35. Smith, M.W. and Tice, A.R., 1988. Measurement of the unfrozen water content of soils: comparison of the NMR and TDR methods. CRREL Report 88-18:1-11
36. 10.1029/95WR0276910.1029/95WR02769 ↗
37. Topp G.C. · Water Resources Research · 1980 · 16 · 57410.1029/WR016i003p00574 ↗
38. Warrick A.W. · 2002
39. Wrath J.M. · Water Resources Research · 1999 · 35 · 36110.1029/1998WR900006 ↗
40. Yu, X. and Yu, X., 2006. Scour measurement by time domain reflectometry, TDR 2006: 3rd international symposium and workshop on time domain reflectometry for innovative soils applications, September 17–20, 2006, Purdue University West Lafayette, USA