孙 笑.长安综合试车场(垫江)高填方路基沉降变形和稳定性研究[D].重庆:重庆交通大学,2011. SUN Xiao.The study on the stability and settlement deformation of high fill subgrade for Chang'an comprehensive test track[D].Chonqqing:Chonqqing Jiaotong University,2011.
[2]
孙 笑,赵明阶,汪 魁,等.长安综合试车场高填方路堤施工沉降控制数值模拟[J].重庆交通大学学报:自然科学版,2012,31(2):257-260. SUN Xiao,ZHAO Ming-jie WANG Kui et,al.Numerical simulation on settlement of Chang'an comprehensive test track with high fill embankment[J].Journal of Chongqing Jiaotong University:Natural Science,2012,31(2):257-260.(in Chinese)
[3]
李运胜.论汽车试验场的建设与发展[J].公路交通科技,2000,17(6):5-9. LI Yun-sheng.Construction and development of proving ground[J].Journal of Highway and Transportation Research and Development,2000,17(6):5-9.(in Chinese)
[4]
方红燕.对中国汽车试验场现状的思考[J].汽车工业研究,2009(6):33-36. FANG Hong-yan.The reflection of the present situation of automotive testing in China[J].Auto Industry Research,2009(6):33-36.(in Chinese)
[5]
刘 宏,张倬元,韩文喜.高填方地基土工离心模型试验技术研究[J].地质科技情报,2005,24(1):103-106. LIU Hong,ZHANG Zhuo-yuan,HAN Wen-xi.Centrifugal model technique of high embankment[J].Geological Science and Technology Information,2005,24(1):103-106.( in Chinese)
[6]
濮家骝.土工离心模型试验及其应用的发展趋势[J].岩土工程学报,1996,18(5):92-93. PU Jia-liu.The trend of the geotechnical centrifuge model test and its application [J].Chinese Journal of Geotechnical Engineering,1996,18(5):92-93.(in Chinese)
[7]
赵明阶,王昌贤,杨锡武,等.公路岩堆路基沉降变形规律与施工控制深度研究[J].岩土工程学报,2010,32(1):33-40. ZHAO Ming-jie,WANG Chang-xian,YANG Xi-wu,et al.Settlement deformation properties and construction control depth of rock heap subgrade in highway[J].Chinese Journal of Geotechnical Engineering,2010,32(1):33-40.(in Chinese)
[8]
张中云,蒋关鲁.客运专线无碴轨道红层泥岩改良土路基离心模型试验研究[J].铁道科学与工程学报,2010,7(5):41-46. ZHANG Zhong-yun,JIANG Guan-lu.Research on centrifugal model test of improved mudstone embankment for ballasted truck[J].Journal of Railway Science and Engineering,2010,7(5):41-46.(in Chinese)
[9]
邹静蓉,杨 忠,郑国荣,等.土工格室加筋路堤边坡离心模型试验研究[J].公路工程,2007,32(5):5-9. ZOU Jing-rong,YANG Zhong,ZHENG Guo-rong,et al.Test research on centrifugal model of re-inforced geo-grid embankment slope [J].Highway Engineering,2007,32(5):5-9.(in Chinese)
[10]
张 良,罗 强,陈 彪,等.基于离心模型试验的软基路堤基底压力和垫层筋带拉力分析[J].岩土力学,2010,31(9):2772-2779. ZHANG Liang,LUO Qiang,CHEN Biao,et al.Analysis of tensile force in reinforced cushion and pressure at bottom of soft soil foundation embankment based on centrifugal model tests[J].Rock and Soil Mechanics,2010,31(9):2772-2779.(in Chinese)
[11]
黄茂松,李 波,程 岳.长短桩组合路堤桩荷载分担规律离心模型试验与数值模拟[J].岩石力学与工程学报,2010,29(12):2543-2550. HUANG Mao-song,LI Bo,CHENG Yue.Centrifugal model tests and numerical simulation of load sharing law for composite embankment with long and short piles[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2543-2550.(in Chinese)
[12]
李士林,徐光明.单锚板桩结构码头离心模型试验研究[J].水利水运工程学报,2008(1):67-72. LI Shi-lin,XU Guang-ming.Centrifugal modeling tests for sheet-pile bulkhead anchored by single layer of tie-rods[J].Hydro-Science and Engineering,2008(1):67-72.(in Chinese)
[13]
杜高昱, 何成建, 郝 飞. 高填方路堤施工工艺研究[J].筑路机械与施工机械化,2006,23(8):46-47,50. DU Gao-yu,HE Cheng-jian,HAO Fei. Research on construction technology of high fill embankment[J].Road Machinery & Construction Mechanization,2006,23(8):46-47,50.(in Chinese)
[14]
王家全,周 健,丛 林,等.高填方加筋新旧路堤现场试验与数值模拟分析[J].岩石力学与工程学报,2009,29(增1):2943-2950. WANG Jia-quan,ZHOU Jian,CONG lin,et al.Analysis between numerical and field tests of high fill reinforced widening embankment[J].Chinese Journal of Rock Mechanics and Engineering,2009,29(S1):2943-2950.(in Chinese)
[15]
单国峰,王曙光.高填方路堤施工沉降控制数值模拟分析[J].公路工程,2009,34(5):95-97. SHAN Guo-feng,WANG Shu-guang.Numerical simulation on construction settlement of high fill embankment [J].Highway Engineering,2009,34(5):95-97.(in Chinese)
[16]
唐双林.高填石路堤施工及其稳定性监测技术[J].筑路机械与施工机械化,2009,26(2):43-45,49. TANG Shuang-lin.Construction and stability monitoring technology of high rock-filled embankment[J].Road Machinery & Construction Mechanization,2009,26(2):43-45,49.(in Chinese)
