季冻区低路堤土基强度与影响因素相关性

doi:10.13278/j.cnki.jjuese.201503201

摘要/Abstract

摘要：

对吉林省高等级低路堤公路填土高度与最大冻深进行了调研,该地区低路堤填土高度为0.0~2.2 m,钻孔数据表明路基最大冻深为距路表1.6~2.4 m。选取3种不同塑性指数的路基土,采用正交表L₁₆(4⁵)进行了试验设计,应用静力成型法,使得土体在设定的含水率和压实度的水平下成型,并经历不同的冻融循环次数后,分别测试土体的无侧限抗压回弹模量。试验结果表明:1)对同一种土质,影响因素的大小排序为:含水率>冻融次数>压实度。2)随着含水率增大,土基强度接近线性减小;随着冻融次数的增加,土基强度逐渐减小,前2次冻融影响较大,之后幅度变小趋于稳定;随着压实度的增大,土基强度逐渐增大,增大幅度较小。3)采用指数函数对3种土的室内试验数据进行多元非线性拟合,拟合结果较好。

关键词: 季冻区, 低路堤, 土基强度, 影响因素, 吉林省, 塑性指数

Abstract:

Through the investigation of filling height and freezing depth of the low embankment high-grade highway soil in Jilin Province, the filling height of the low embankment is found in the range of 0.0 m to 2.2 m in the investigated region. The maximum frozen soil depth is 1.6 m to 2.4 m based on the drilling data. Three kinds of embankment soils with different plasticity indices were selected from seasonal frozen soil regions. The testing schedules were made with the method of orthogonal design(L₁₆(4⁵)). By using the static molding method,the soil samples were compacted differently in its different moisture contents and compactness. After setting freeze-thaw cycles,the unconfined compressive resilient modulus of the soil samples were tested respectively. For the same kind of soil under the different influencing conditions, the experiment results show that the influence of different factors are as following: moisture content> freeze-thaw cycles> compactness. With the increase of themoisture content, the embankment soil strength decreases linearly; with the increase of freeze-thaw cycles, the embankment soil strength decreases, the first and second cycles create a greater impact on embankment soil strength. With the increase of compactness, the embankment soil strength increases, but increasing percentage is small. According to the indoor experiment data, the exponential function is adopted for multiple nonlinear fitting that deliver good results.

Key words: seasonally frozen region, low embankment, soil subgrade strength, influencing factors, Jilin Province, plasticity indices

中图分类号:

TU411.6

战高峰, 朱福, 董伟智, 王静. 季冻区低路堤土基强度与影响因素相关性[J]. 吉林大学学报(地球科学版), 2015, 45(3): 869-875.

Zhan Gaofeng, Zhu Fu, Dong Weizhi, Wang Jing. Influencing Factors of Low Embankment Soil Subgrade Strength in Seasonally Frozen Region[J]. Journal of Jilin University(Earth Science Edition), 2015, 45(3): 869-875.

参考文献

[1] 管延华.强度衰减路基稳定性及其路面结构力学响应研究[D]. 徐州:中国矿业大学,2011: 15-66. Guan Yanhua. Stability of Attenuated Strength Subgrade and Mechanics Response of Its Pavement Structure[D]. Xuzhou:China Uiversity of Mining and Technology,2011: 15-66.

[2] 黄雨,江席苗,刘高. 软土路基稳定性影响因素分析[J]. 地下空间与工程学报, 2009, 5(2):372-377. Huang Yu, Jiang Ximiao, Liu Gao, et al. Influence of Some Factors on the Stability of Soft Soil Subgrade[J]. Chinese Journal of Underground Space and Engineering, 2009,5(2): 372-377.

[3] 雒妞丽, 毛雪松. 湿度对青藏公路多年冻土路基稳定性的影响[J]. 路基工程, 2011 (6):5-11. Luo Niuli,Mao Xuesong. Influence of Humidity on Permafrost Subgrade Stability in Qinghai-Tibet Highway[J]. Subgrade Engineering,2011(6):5-11.

[4] 胡梦玲,姚海林,刘杰,等. 干密度对路基性能的影响研究[J]. 岩土力学, 2012,33(增刊2): 91-97. Hu Mengling, Yao Hailin, Liu Jie, et al. Research on Influence of Dry Density on Subgrade Performance[J]. Rock and Soil Mechanics,2012,33(Sup.2): 91-97.

[5] 凌建明, 陈声凯, 曹长伟. 路基土回弹模量影响因素分析[J].建筑材料学报,2007,10(4):446-451. Ling Jianming, Chen Shengkai, Cao Changwei. Analysis of Influence Factors on Resilient Modulus of Subgrade Soils[J]. Journal of Building Materials, 2007,10(4):446-451.

[6] 凌建明,苏华才,谢华昌,等. 路基土动态回弹模量的试验研究[J]. 地下空间与工程学报, 2010,6(5):919-925. Ling Jianming, Su Huacai, Xie Huachang, et al. Laboratory Research on Dynamic Resilient Modulus of Subgrade Soil[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(5): 919-925.

[7] 赵安平,王清,张忠琼. 土体微观结构对冻胀影响的灰色关联及粗糙集评价[J]. 吉林大学学报:地球科学版, 2011,41(3):791-798. Zhao Anping, Wang Qing, Zhang Zhongqiong. Estimate Between Soil Microstructure and Its Frost Heave Using Grey Relation Analysis Method and Rough Set Theory[J]. Journal of Jilin University:Earth Science Edition, 2011, 41(3): 791-798.

[8] van Klaveren R W. Hydraulic Erosion Resistance of Thawing Soil[D]. Pullman:Washington State University, 1987.

[9] Simonsen E, Janoo V C, Isacsson U. Resilient Properties of Unbound Road Materials During Seasonal Frost Conditions[J]. Journal of Cold Regions Engineering, 2002,16(1): 28-50.

[10] 王静,刘寒冰,吴春利,等. 冻融循环对不同塑性指数路基土弹性模量的影响研究[J]. 岩土力学, 2012,33(12):3665-3668. Wang Jing, Liu Hanbing, Wu Chunli, et al. Influence of Freeze-Thaw Cycles on Elastic Modulus of Subgrade Soil with Different Plasticity Indices[J]. Rock and Soil Mechanics, 2012, 33(12): 3665-3668.

[11] 王威娜,支喜兰,毛雪松,等. 冻融循环作用下路基土回弹模量试验研究[J]. 冰川冻土,2010,32(5):955-959. Wang Weina, Zhi Xilan, Mao Xuesong,et al. Experimental Study of Resilience Modulus of Subgrade Soil Under Circles of Freezing and Thawing[J]. Journal of Glaciology and Geocryology, 2010,32(5):955-959.

[12] JTG E40-2007 公路土工试验规程[S]. 北京: 人民交通出版社, 2007. JTG E40-2007 Test Methods of Soils for Highway Engineering[S].Beijing: China Communications Press, 2007.

[13] 雷明轩. 季节性冰冻地区路基回弹模量试验研究[D].西安:长安大学, 2010: 11-24. Lei Mingxuan. Experimental Study on Modulus of Resilience of Subgrade in the Seasonal Freezing Region[D]. Xi'an:Chang'an University,2010: 11-24.

[14] 王书娟,陈志国,秦卫军,等. 季节性冰冻地区路基冻胀机理分析[J]. 公路交通科技, 2012, 29(7):20-24. Wang Shujuan, Chen Zhiguo, Qin Weijun, et al. Mechanism Analysis on Subgrade Frost Heaving in Seasonal Frozen Region[J]. Journal of Highway and Transportation Research and Development, 2012, 29(7):20-24.

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