GUO Yin-chuan, SHEN Ai-qin, GAO Tao, LI Wei-guang. Assessment of weathering degree and road performance test of weathered rock as subgrade filling[J]. Journal of Traffic and Transportation Engineering, 2014, 14(3): 15-23.
Citation: GUO Yin-chuan, SHEN Ai-qin, GAO Tao, LI Wei-guang. Assessment of weathering degree and road performance test of weathered rock as subgrade filling[J]. Journal of Traffic and Transportation Engineering, 2014, 14(3): 15-23.

Assessment of weathering degree and road performance test of weathered rock as subgrade filling

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  • Author Bio:

    GUO Yin-chuan (1983-), male, lecturer, PhD, +86-29-86199259, silver007007@163.com

  • Received Date: 2014-01-23
  • Publish Date: 2014-06-25
  • Four kinds of typical weathered rocks were selected.Their gradation compositions, compaction parameters and fragmentation properties were analyzed.The affecting factors of longterm stability of weathered rock were researched.Water-temperature cycle test method was developed to simulate the natural weathering of subgrade filling.The influence of weathering degree on CBR (California bearing ratio) and water-temperature sensitivity and the influence of water-temperature cycle effect on the properties of weathered rock were researched.Combining physical and chemical weathering evaluation methods, weathering characteristic index was proposed to evaluate the weathering degree.The correlations between weathering characteristic index and road performances of weathered rock were analyzed.The grading standard of the weathering degrees based on the road performances was established.Analysis result shows that when the weathering degree increases, the mechanics performances and water-temperature sensitivity of weathered rock reduce.The long-term road performances of weathered rock can be distinguished by using water-temperature cycle test method.The determination coefficients between weathering characteristic index and road performances are greater than 0.85, so theircorrelations are good, and the index is available to judge the weathering degree and road performances of weathered rock.When the weathering characteristic index is 0.78, after 18 months, the maximum settlement of test road with weathered rock subgrade is 7.8 cm, so its road performances are well.

     

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  • [1]
    JTG D30—2004, specifications for design of highway subgrades[S]. (in Chinese).
    [2]
    SHEN Ai-qin, GUO Yin-chuan, GAO Tao, et al. Research report on weathered rock subgrade of Shangjie Highway[R]. Xi'an: Chang'an University, 2006. (in Chinese).
    [3]
    LIU Run, YAN Yue, YAN Shu-wang, et al. Improvement and finite element analysis of an intense weathering rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (S1): 2790-2794. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2006S1028.htm
    [4]
    LIU Xin-xi, XIA Yuan-you, LIU Zu-de, et al. Experimental study on slaking deformation of intense weathering soft rock under complicated stress conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (5): 925-930. (in Chinese). doi: 10.3321/j.issn:1000-6915.2006.05.009
    [5]
    ZHAO Jian-jun, WANG Si-jing, SHANG Yan-jun, et al. Control factors on shear strength of completely decomposed granite[J]. Rock and Soil Mechanics, 2005, 26 (4): 624-628. (in Chinese). doi: 10.3969/j.issn.1000-7598.2005.04.025
    [6]
    SONG K I, CHO G C, LEE S W. Effects of spatially variable weathered rock properties on tunnel behavior[J]. Probabilistic Engineering Mechanics, 2011, 26 (3): 413-426. doi: 10.1016/j.probengmech.2010.11.010
    [7]
    LI Xiao-qing, JIN Qing-ping. Compacting deformation engineering characteristics of weathered soft rock mixture in subgrade[J]. Journal of China University of Geosciences, 2008, 19 (3): 298-306. doi: 10.1016/S1002-0705(08)60048-5
    [8]
    ZHENG Min-xin, FANG Tao, DIAO Xin-hong, et al. Experimental study on feasibility of filled subgrade with weathered soft rock[J]. Rock and Soil Mechanics, 2005, 26 (S): 53-56. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2005S1011.htm
    [9]
    HU Rui-lin, YUE Zhong-qi, WANG Li-chao, et al. Application of plagioclase solution degree to evaluating the weathering degree of CDG of granites[J]. Geological Review, 2005, 51 (6): 649-655. (in Chinese). doi: 10.3321/j.issn:0371-5736.2005.06.006
    [10]
    YAN Bo, TANG Lian-sheng, HU Hui, et al. The mechanism of disintegration damage of granite weathered soil[J]. Hydrogeology and Engineering Geology, 2009 (6): 68-71, 84. (in Chinese). doi: 10.3969/j.issn.1000-3665.2009.06.015
    [11]
    WEI Wei, SHEN Jun-hui, MIAO Zhao, et al. Influence analysis of weathering and altering for physical and mechanical characteristics of granite-porphyry[J]. Journal of Engineering Geology, 2012, 20 (4): 599-606. (in Chinese). doi: 10.3969/j.issn.1004-9665.2012.04.017
    [12]
    WANG Y S, LIU S H. Treatment for a fully weathered rock dam foundation[J]. Engineering Geology, 2005, 77 (1/2): 115-126.
    [13]
    DAGDELENLER G, SEZER E A, GOKCEOGLU C. Some non-linear models to predict the weathering degrees of a granitic rock from physical and mechanical parameters[J]. Expert Systems with Applications, 2011, 38 (6): 7476-7485. doi: 10.1016/j.eswa.2010.12.076
    [14]
    HEIDARI M, MOMENI A A, NASERI F. New weathering classifications for granitic rocks based on geomechanical parameters[J]. Engineering Geology, 2013, 166 (1): 65-73.
    [15]
    CHE V B, FONTIJN K, ERNST G G J. Evaluating the degree of weathering in landslide-prone soils in the humid tropics: the case of limbe, SW Cameroon[J]. Geoderma, 2012, 170: 378-389. doi: 10.1016/j.geoderma.2011.10.013
    [16]
    LI Ri-yun, WU Lin-feng. Research on characteristic indexes of weathering intensity of rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (22): 3830-3833. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200422020.htm

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