[1] 章定文,刘松玉.软土地基高速公路扩建中新老路堤相互作用数值分析[J].中国公路学报,2006,19(6):7-12. ZHANG Ding-wen, LIU Song-yu. Numerical analysis of interaction between old and new embankment in widening of freeway on soft ground[J]. China Journal of Highway and Transport, 2006, 19(6): 7-12.(in Chinese)
[2] 高 翔,刘松玉,石名磊.软土地基上高速公路路基扩建加宽中的关键问题[J].公路交通科技,2004,21(2):29-33. GAO Xiang, LIU Song-yu, SHI Ming-lei. Key problems in embankment widening of expressway on soft ground[J]. Journal of Highway and Transportation Research and Development, 2004, 21(2): 29-33.(in Chinese)
[3] 钱劲松.新老路基不协调变形及控制技术研究[D].上海:同济大学,2004. QIAN Jin-song. Study on the uncoordinated deformation and control technology of old and new subgrade[D]. Shanghai: Tongji University, 2004.(in Chinese)
[4] 贾 宁.软土地基高速公路拓宽的沉降性状及处理研究[D].杭州:浙江大学,2004. JIA Ning. Research on settlement behavior of highway widening on soft soils and improvement methods[D]. Hangzhou: Zhejiang University, 2004.(in Chinese)
[5] 贾 宁,陈仁朋,陈云敏,等.杭甬高速公路拓宽工程理论分析及监测[J].岩土工程学报,2004,26(6):755-760. JIA Ning, CHEN Ren-peng, CHEN Yun-min, et al. Theor- etical analysis and measurement for widening project of Hang-yong Expressway[J]. Chinese Journal of Geotechnical Engin-eering, 2004, 26(6): 755-760.(in Chinese)
[6] 孙 伟,龚晓南,孙 东.高速公路拓宽工程变形性状分析[J].中南公路工程,2004,29(4):53-55. SUN Wei, GONG Xiao-nan, SUN Dong. Analysis of deformation in widening project of freeway[J]. Central South Highway Engineering, 2004, 29(4): 53-55.(in Chinese)
[7] 王东耀,折学森,叶万军,等.高速公路软基最终沉降预测的范例推理方法[J].长安大学学报:自然科学版,2006,26(1):20-23,42. WANG Dong-yao, SHE Xue-sen, YE Wan-jun, et al. Case-based reasoning approach to settlement of expressway on soft foundation[J]. Journal of Chang’an University: Natural Science Edition, 2006, 26(1): 20-23, 42.(in Chinese)
[8] 傅 珍,王选仓,李宏志,等.高速公路拓宽路基差异沉降[J].交通运输工程学报,2010,10(6):25-31. FU Zhen, WANG Xuan-cang, LI Hong-zhi, et al. Differential settlement of widening subgrade for expressway[J]. Journal of Traffic and Transportation Engineering, 2010, 10(6): 25-31.(in Chinese)
[9] 孟庆山,孔令伟,郭爱国,等.高速公路高填方路堤拼接离心模型试验研究[J].岩石力学与工程学报,2007,26(3):580-586.MENG Qing-shan, KONG Ling-wei,GUO Ai-guo, et al. Centrifugal modeling test study on high-embankment widening of highway[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 580-586.(in Chinese)
[10] 丁 锟.潼宝高速公路改扩建新旧路基差异沉降数值模拟分析[D].西安:长安大学,2009. DING Kun. Numerical simulation and analysis of differential settlement in Tongbao Expressway widening project[D]. Xi’an: Chang’an University, 2009.(in Chinese)
[11] 赵刘会.高速公路改扩建新老路基差异变形影响因素及拓宽路基施工技术研究[D].西安:长安大学,2008. ZHAO Liu-hui. Research on the contrast deformation between new and existing embankment and construst technique in subgrade of the highway[D]. Xi’an: Chang’an University, 2008.(in Chinese)
[12] MIKI H, NOZU M. Design and numerical analysis of road embankment with low improvement ratio deep mixing method[C]∥ASCE. Proceedings of GeoTrans 2004: Geotechnical Engineering for Transportation Projects(GSP 126). Reston: ASCE, 2004: 1395-1402.