Loess foundation treatment for Lanzhou new district Click Copy

Loess foundation treatment for Lanzhou new district

References:

[1] 北京市勘察院.CJJ56-94市政工程勘察规范[S].北京:中国计划出版社,1994. Beijing Geotechnical Institute.CJJ 56-94 code for municipal engineering investigation and surveying[S].Beijing:China Planning Press,1994.
[2] 朱武卫.湿陷性黄土场地上大直径灰土挤密桩实验研究[D].西安:西安建筑科技大学,2008. ZHU Wu-wei.The loess soil compaction venues large diameter pile experimental study[D].Xi'an:Xi'an University of Architecture and Technology,2008.
[3] 高国瑞.黄土湿陷变形的结构理论[J].岩土工程学报,1990(4):1-9. GAO Guo-rui.High glory collapsibility deformation structure theory[J].Journal of Geotechnical Engineering,1990(4):1-9.
[4] 高国瑞.兰州黄土显微结构和湿陷机理的探讨[J].兰州大学学报,1979(2):123-134. Gao Guo-rui.Discussion Lanzhou loess microstructure and collapsible mechanism[J].Journal of Lanzhou University,1979(2):123-134.
[5] 余学义,尹士献,赵兵朝.采动厚湿陷性黄土破坏数值模拟研究[J].西安科技大学学报,2005(2):135-138. YU Xue-yi,Yin Shi-xian,ZHAO Bing-chao.Mining thick loess numerical simulation of damage[J].Journal of Xi'an University of Science and Technology,2005(2):135-138.
[6] 贾嘉陵,孙国富,邓 坤.湿陷性黄土地层二元结构本构模型[J].西安科技大学学报,2009(2):180-184. JIA Jia-ling,SUN Guo-fu,DENG Kun.Constitutive model of dualistic structure of collapsed loess[J].Journal of Xi'an University of Science and Technology,2009(2):180-184.
[7] 支喜兰.黄土地区公路路基地基承载力评价方法研究[D].西安:长安大学,2006. ZHI Xi-lan.Research on evaluation method of highway subgrade bearing capacity of foundation loess area[D].Xi'an:Chang'an University,2006.
[8] 程海涛.路堤荷载下软黄土复合地基作用机理及承载特性研究[D].西安:长安大学,2008. CHENG Hai-tao.Mechanism and load characteristics of soft loess composite foundation under embankment[D].Xi'an:Chang'an University,2008.
[9] 中交第二公路勘察设计研究院.JTG D30-2004公路路基设计规范[S].北京:人民交通出版社,2004. Second Highway Survey and Design Institute.JTG D30-2004 specifications for design of highway subgrades[S].Beijing:People's Communications Press,2004.
[10]交通部公路科学研究院.JTJ E40-2007公路土工试验规程[S].北京:人民交通出版社,2007. Research Institute of Highway Ministry.JTJ E40-2007 test methods of soils for highway engineering[S].Beijing:People's Communications Press,2007.
[11]樊怀仁,郭 睿.关中地区黄土湿陷性影响因素分析[J].西安科技大学学报,2003(2):160-163. FAN Huai-ren,GUO Rui.Guanzhong area of collapsible loess influencing factors[J].Journal of Xi'an University of Science and Technology,2003(2):160-163.
[12]中建标公路委员会.JTG B01-2003公路工程技术标准[S].北京:人民交通出版社,2004. China Association for Engineering Construction Standardization Committee of Highway Engineering.JTG B01-2003 technical standard of highway engineering[S].Beijing:People's Communications Press,2004.
[13]陕西省计划委员会.GB50025-2004湿陷性黄土地区建筑规范[S].北京:中国建筑工业出版社,2004. Shaanxi Provincial Planning Commission.GB50025-2004 code for building construction in collapsible loess regions[S].Beijing:China Architecture & Building Press,2004.
[14]交通部第二公路勘察设计院.公路设计手册[M].北京:人民交通出版社,1996. Second Highway Survey and Design Institute of the Ministry of Communications.Highway design manual[M].Beijing:People's Communications Press,1996.
[15]中交第一公路工程局有限公司.JTG F10-2006公路路基施工技术规范[S].北京:人民交通出版社,2006. CCCC First Highway Engineering Bureau Co.,Ltd..JTG F10-2006 technical specifications for construction of highway subgrades[S].Beijing:People's Communications Press,2006.
[16]北京市市政工程设计研究总院.CJJ 37-2012城市道路工程设计规范[S].北京:中国建筑工业出版社,2012. Beijing Municipal Engineering Design & Research Institute.CJJ 37-2012 code for design of urban road engineering[S].Beijing:China Architecture & Building Press,2012.

Memo

基金项目:国家自然科学基金项目(51134019) 作者简介:陈海军(1981-),男,陕西西安人,工程师,E-mail:497660433@qq.com