• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
YANG Guang-qing, GAO Min-huan, CHEN Jun-chao, HE Jing-chen, LI Bing-yin. Anchorage-reinforced technology for subgrade widening project of highways[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 10-15.
Citation: YANG Guang-qing, GAO Min-huan, CHEN Jun-chao, HE Jing-chen, LI Bing-yin. Anchorage-reinforced technology for subgrade widening project of highways[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 10-15.

Anchorage-reinforced technology for subgrade widening project of highways

More Information
  • Received Date: June 06, 2013
  • Published Date: November 24, 2013
  • The new technology of anchorage-reinforced in the subgrade widening project of highways is put forward in order to realize the effective connection between the new and the existing subgrades. The anchoring mechanism of anchor bolts and the geogrids-reinforced function mechanism in the joint part between the new and the existing subgrades are analyzed. The design method of anchorage-reinforced composite structure is studied. Based on the FEM, the characteristics of the ground settlement and horizontal displacement, sungrade surface settlement and the geogrid stress are studied according to three subgrade widening schemes, that is, excavation step only, excavation step + geogrid reinforcement, and excavation step + geogrid reinforcement + anchor bolt. The results can be used as a reference for future design of subgrade widening project of highways.
  • [1]
    周志刚, 郑健龙, 李 强. 土工格网处理填挖交界路基非均匀沉降的机理分析[J]. 岩土工程学报, 2002, 24(5): 576-579. (ZHOU Zhi-gang, ZHEN Jian-long, LI Qiang. Analysis of the mechanism of using geonets to treat the unequal settlement of subgrade at the cut to fill location[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 576-579. (in Chinese))
    [2]
    翁效林, 张留俊, 李林涛, 等. 拓宽路基差异沉降控制技术模型试验研究[J]. 岩土工程学报, 2011, 33(1): 159-164. (WENG Xiao-lin, ZHANG Liu-jun, LI Lin-tao, et al. Model tests on control techniques for differential settlement of road widening[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 159-164. (in Chinese))
    [3]
    张乐文, 汪 稔. 岩土锚固理论研究之现状[J]. 岩土力学, 2002, 3(5): 27-631. (ZHANG Le-wen, WANG Ren. Research on status quo of anchorage theory of rock and soil[J]. Rock and Soil Mechanics, 2002, 3(5): 27-631. (in Chinese))
    [4]
    晏 莉, 阳军生, 高燕希, 等. 土工合成材料处治老路路基拓宽的数值分析[J]. 岩土工程学报, 2006, 28(12): 1670-1675. (YAN Li, YANG Jun-sheng, GAO Yan-xi, et al. Nunerical analysis of geosythetics treatment in old road widening[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 1670-1675. (in Chinese))
    [5]
    贾 宁, 陈仁朋.杭甬高速公路加宽工程理论分析及监测[J]. 岩土工程学报, 2004, 26(6): 756-760. (JIA Ning, CHEN Ren-peng. Theoretical analysis and measurement for widening project of Hang-Yong Expressway[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 756-760. (in Chnese))
    [6]
    余常俊. 高速公路加宽工程新老路基结合部施工技术[J]. 公路, 2004(3): 105-108. (YU Chang-jun. Highway widening project Construction Technology of the new and old road in junction [J]. Road, 2004(3): 105-108. (in Chinese))
    [7]
    胡汉兵, 饶锡保, 陈 云. 软土地基新老路堤搭接的岩土工程问题和处理对策. 岩土力学, 2004, 25(增刊2): 321-324. (HU Han-bing, RAO Xi-bao, CHEN Yun. Geotechnical problems caused by new embankment splicing with old one on soft ground and treatment measures. Geotechnical Mechanics, 2004, 25(S2): 321-324. (in Chinese))
    [8]
    张蕴杰, 凌建明. 软土地区高速公路加宽工程理论与实践[M]. 北京: 人民交通出版社, 2010. (ZHANG Yun-jie, LING Jian-ming. Highway widening engineering theory and practice on Soft soil area[M]. Beijing. People's Traffic Press, 2010. (in Chinese))
    [9]
    GARG K G. Retaining wall with reinforced backfill—a case study[J]. Geotextiles and Geomembranes, 1998, 16(1): 135-149.
  • Related Articles

    [1]SUN De'an. Mechanical behaviors and constitutive model for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 1-23. DOI: 10.11779/CJGE20221450
    [2]WANG Chun-ying, CAI Guo-qing, HAN Bo-wen, SU Yan-lin, LI Meng-zi, LI Jian. A structural bounding surface constitutive model for unsaturated soils and its verification[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 148-153. DOI: 10.11779/CJGE2022S1027
    [3]LI Wu-gang, YANG Qing, LIU Wen-hua, YANG Gang, SUN Xiu-li. Structured quantitative characterization and elastoplastic constitutive model of clay[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 678-686. DOI: 10.11779/CJGE202204010
    [4]CHEN Sheng-shui, FU Zhong-zhi, SHI Bei-xiao, YUAN Jing. Elastoplasticity constitutive model considering loading-induced deformation and creep behavior of coarse granular soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 601-609. DOI: 10.11779/CJGE201904001
    [5]SONG Li, LIAO Hongjian, HAN Jian. Three-dimensional nonlinear elastic viscoplastic constitutive model of soft rock[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 83-88.
    [6]ZHOU Jianting, LIU Yuanxue. Constitutive model for isotropic damage of geomaterial[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1636-1641.
    [7]ZHANG Ga, ZHANG Jianmin. Unified modeling of soil-structure interface and its test confirmation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1175-1179.
    [8]CAO Xueshan. Elastoplastic constitutive model of unsaturated expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 832-836.
    [9]LU Zaihua, CHEN Zhenghan. An elastoplastic damage constitutive model of unsaturated undisturbed expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 422-426.
    [10]WU Wenhua, LI Xikui. Constitutive model and numerical simulation of thermo-hydro-mechanical behavior in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 411-416.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return