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

More Information
  • 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.

     

  • loading
  • [1]
    JTG D30—2004, 公路路基设计规范[S].

    JTG D30—2004, specifications for design of highway subgrades[S]. (in Chinese).
    [2]
    申爱琴, 郭寅川, 高韬, 等. 商界高速公路风化岩填筑路基研究报告[R]. 西安: 长安大学, 2006.

    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]
    刘润, 闫玥, 闫澍旺, 等. 强风化岩质边坡滑坡治理及有限元分析[J]. 岩石力学与工程学报, 2006, 25 (增1): 2790-2794. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2006S1028.htm

    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]
    刘新喜, 夏元友, 刘祖德, 等. 复杂应力下强风化软岩湿化变形试验研究[J]. 岩石力学与工程学报, 2006, 25 (5): 925-930. doi: 10.3321/j.issn:1000-6915.2006.05.009

    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]
    赵建军, 王思敬, 尚彦军, 等. 全风化花岗岩抗剪强度影响因素分析[J]. 岩土力学, 2005, 26 (4): 624-628. doi: 10.3969/j.issn.1000-7598.2005.04.025

    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]
    郑民新, 方焘, 刁心宏, 等. 风化软岩填筑路基可行性室内试验研究[J]. 岩土力学, 2005, 26 (增): 53-56. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2005S1011.htm

    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]
    胡瑞林, 岳中琦, 王立朝, 等. 斜长石溶蚀度: 一种评价花岗质岩石风化度的新指标[J]. 地质论评, 2005, 51 (6): 649-655. doi: 10.3321/j.issn:0371-5736.2005.06.006

    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]
    颜波, 汤连生, 胡辉, 等. 花岗岩风化土崩岗破坏机理分析[J]. 水文地质工程地质, 2009 (6): 68-71, 84. doi: 10.3969/j.issn.1000-3665.2009.06.015

    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]
    魏伟, 沈军辉, 苗朝, 等. 风化、蚀变对花岗斑岩物理力学特性影响分析[J]. 工程地质学报, 2012, 20 (4): 599-606. doi: 10.3969/j.issn.1004-9665.2012.04.017

    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]
    李日运, 吴林峰. 岩石风化程度特征指标的分析研究[J]. 岩土力学与工程学报, 2004, 23 (22): 3830-3833. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200422020.htm

    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
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (515) PDF downloads(728) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return