• ARTICLES • Previous Articles
HongHuan Cui1, YuTao Ma1, JianKun Liu2, ZhiYang Wang1
| Akoto BA, Singh G, 1986. Behavior of lime-stabilized laterite under repeated loading. Australian Road Research, 16(4): 259-267.
Arora S, Aydilek AH, 2005. Class F Fly-Ash-Amended soils as highway base material. Journal of Materials in Civil Engineering, 17(6): 640-649. DOI: 10.1061/(ASCE)0899-1561(2005)17:6(640). [DOI:10.1061/(ASCE)0899-1561(2005)17:6(640)]
Berg RL, Bigl SR, Stark J, et al., 1996. Resilient modulus testing of materials from MN/ROAD, Phase1. Defects.
Chang D, Liu JK, Li X, et al., 2014. Experiment study of effects of freezing-thawing cycles on mechanical properties of Qinghai-Tibet silty sand. Chinese Journal of Rock Mechanics and Engineering, 33(7): 1496-1502.
Chen B, Li YG, 2011. Influencing factors on dynamic elastic modulus of lime soil for subgrade. Journal of Underground Space and Engineering, 7(Supp. 1): 1524-1528.
Chen J, Su YH, 2011. Numerical simulation of dynamic performance of highway subgrade under traffic loads. Journal of Highway and Transportation Research and Development, 28(5): 44-48. DOI: 10.3969/j.issn.1002-0268.2011.05.009. [DOI:10.3969/j.issn.1002-0268.2011.05.009]
Cui HH, Liu JK, Zhang LQ, et al., 2015. A constitutive model of subgrade in a seasonally frozen area with considering freeze-thaw cycles. Rock and Soil Mechanics, 36(8): 2228-2236.
Eigenbrod KD, 1996. Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils. Canadian Geotechnical Journal, 33(4): 529-537.
Hermansson A, Guthrie WS, 2005. Frost heave and water uptake rates in silty soil subject to variable water table height during freezing. Cold Regions Science and Technology, 43(3): 128-139. DOI: 10.1016/j.coldregions.2005.03.003. [DOI:10.1016/j.coldregions.2005.03.003]
He JK, Niu YF, Liu HB, 2010. Effects of freeze-thaw cycle on physical and mechanical properties of subgrade soil. Engineering & Test, 53(3): 49-52. DOI: 10.3969/j.issn.1674-3407.2013.03.013. [DOI:10.3969/j.issn.1674-3407.2013.03.013]
Khoury N, Zaman M, 2004. Correlation between resilient modulus, moisture variation, and soil suction for subgrade soils. Transportation Research Record, 1874(1): 99-107. DOI: 10.3141/1874-11. [DOI:10.3141/1874-11]
Konrad JM, Nixon JF, 1994. Frost heave characteristics of a clayey silt subjected to small temperature gradients. Cold Regions Science & Technology, 22(3): 299-310. DOI: 10.1016/0165-232X(94)90007-8. [DOI:10.1016/0165-232X(94)90007-8]
Kweon G, Hwang T, 2013. Deformational characteristics of subgrade soils and subbase materials with freeze-thaw. Ksce Journal of Civil Engineering, 17(6): 1317-1322. DOI: 10.1007/s12205-013-0294-0. [DOI:10.1007/s12205-013-0294-0]
Liu HB, Wang J, Wei HB, et al., 2011. Correlation of Subgrade Soil Shear Strength and Plasticity Index under freeze-thaw cycles. Journal of Jilin University (Engineering and Technology Edition), 41(2): 150-152.
Mao YC, Li GY, Zhang QL, et al., 2014. Research on the moisture and temperature variation of loess roadbed in seasonally frozen ground regions. Journal of Glaciology and Geocryology, 36(4): 1011-1016.
Parsons RL, Kneebone E, 2004. Use of cement kiln dust for the stabilization of soils. ASCE Geotechnical Special Publication, 1124-1131. DOI: 10.1139/cgj-38-4-863.
Salour F, Erlingsson S, Zapataclaudia E, 2014. Modelling resilient modulus seasonal variation of silty sand subgrade. Canadian Geotechnical Journal, 51(12): 1413-1422.
Simonsen E, Isacsson U, 2001. Soil behavior during freezing and thawing using variable and constant confining pressure triaxial tests. Canadian Geotechnical Journal, 38(4): 863-875. DOI: 10.1139/t01-007. [DOI:10.1139/t01-007]
Simonsen E, Janoo VC, Isacsson U, 2002. Resilient properties of unbound road materials during seasonal frost conditions. Journal of Cold Regions Engineering, 16(1): 28-50. DOI: 10.1061/(ASCE)0887-381X(2002)16:1(28). [DOI:10.1061/(ASCE)0887-381X(2002)16:1(28)]
Solanki P, Zaman M, Khalife R, 2013. Effect of freeze-thaw cycles on performance of stabilized subgrade. Geotechnical Special Publication, 230: 566-580. DOI: 10.1061/9780784412770.038. [DOI:10.1061/9780784412770.038]
Wang J, 2013. Experimental study on dynamic elasticity moduluss and damping ratio of coarse-grained soils. M.S. Thesis, Central South University, pp. 23.
Wang TL, 2011. Study on dynamic and static properties of cement and lime-modified filllings subjected to freezing and thawing. Ph.D. Thesis, Beijing Jiaotong University, pp. 1.
Wang WN, ZHI XL, MAO XS, et al., 2010. Experimental study of resilience modulus of subgrade soil under circles of freezing and thawing. Journal of Glaciology and Geocryology, 32(5): 954-959.
Wu LB, Qi W, Niu FJ, et al., 2015. A review of studies on roadbed frozen damage and countermeasures in seasonal frozen ground regions in China. Journal of Glaciology and Geocryology, 37(5): 1283-1293.
|||ShengYun Chen, Qian Zhao, WenJie Liu, Zhao Zhang, Shuo Li, HongLin Li, ZhongNan Nie, LingXi Zhou, ShiChang Kang. Effects of freeze-thaw cycles on soil N2O concentration and flux in the permafrost regions of the Qinghai-Tibetan Plateau [J]. Sciences in Cold and Arid Regions, 2018, 10(1): 69-79.|
|||Tuncer B. Edil, Bora Cetin, Ali Soleimanbeigi. Laboratory and field performance of recycled aggregate base in a seasonally cold region [J]. Sciences in Cold and Arid Regions, 2017, 9(3): 183-191.|