宫全美, 王炳龙. 路基不均匀沉降值对板式轨道动力响应的影响[J]. 铁道标准设计, 2010(10): 1―4. Zhou Meng, Gong Quanmei, Wang Binglong. Influence of uneven sedimentation value of subgrade on dynamic response of slab tracks [J]. Railway Standard Design, 2010(10): 1―4. (in Chinese)
[2]
高亮, 马鸣楠. 高速铁路路基沉降限值及其对无砟轨道受力的影响[J]. 工程建设与设计, 2008(5): 63―66. Chen Peng, Gao Liang, Ma Mingnan. Limited value of subgrade settlement and its influence on mechanical characteristics of ballastless track in high-speed railway [J]. Construction & Design for Project, 2008(5): 63―66. (in Chinese)
[3]
Xiaopei. Dynamic characteristics of train ballastless track under the conditions of differential settlement of subgrade [C]. The Fifth International Symposium on Environmental Vibration. Beijing: Science Press, 2011: 647―652.
[4]
地面沉降研究的新进展与面临的新问题[J]. 地学前缘, 2001, 8(2): 273―278. Liu Yi. Land subsidence research approaches and advent problems [J]. Earth Science Frontiers, 2001, 8(2): 273―278. (in Chinese)
[5]
梯形周期荷载作用下软基路堤的一维沉降研究[J]. 工程力学, 2010, 27(12): 114―118. Hu Yayuan. Study on the 1-D settlement of road embankment on soft clay under trapezoidal periodic loading [J]. Engineering Mechanics, 2010, 27(12): 114―118. (in Chinese)
[6]
李成辉, 王豪, 史青翠. I型双块式无砟轨道传力杆受力研究[J]. 工程力学, 2012, 29(12): 182―185. Liu Yutao, Li Chenghui, Wang Hao, Shi Qingcui. Stress analysis of the dowel steel in CRTS I double-block ballastless track [J]. Engineering Mechanics, 2012, 29(12): 182―185. (in Chinese)
[7]
轨道工程[M]. 北京: 中国铁道出版社, 2010: 169―171. Gao Liang. Track engineering [M]. Beijing: China Railway Publishing House, 2010: 169―171. (in Chinese)
[8]
孙树礼, 许再良. 地面沉降对高速铁路桥梁工程的影响及对策[J]. 铁道工程学报, 2008(4): 37―41. Li Guohe, Sun Shuli, Xu Zailiang. The influence of land subsidence on the bridge of high-speed railway and its engineering countermeasures [J]. Journal of Railway Engineering Society, 2008(4): 37―41. (in Chinese)
[9]
路基不均匀沉降对双块式无砟轨道的影响研究[D]. 成都: 西南交通大学, 2007: 26―39. Zhang Qun. Analysis on the influence of uneven settlement of subgrade on double-block ballastless track [D]. Chengdu: Southwest Jiaotong University, 2007: 26―39. (in Chinese)
[10]
高速铁路地基不均匀沉降的因素及机理分析[J]. 高速铁路技术, 2011, 2(3): 5―8. Leng Changming. Analysis of the factor and mechanism of uneven settlement of high-speed railway subgrade [J]. High Speed Railway Technology, 2011, 2(3): 5―8. (in Chinese)
[11]
李斌, 周智辉. CRTS-I 型板式无砟轨道线路路基不均匀沉降限值研究[J]. 中国铁道科学, 2012, 33(2): 1―6. Xu Qingyuan, Li Bin, Zhou Zhihui. Study on the limited value for the uneven settlement of subgrade under CRTS-I type slab track [J]. China Railway Science, 2012, 33(2): 1―6. (in Chinese)
[12]
周顺华, 王炳龙. 路基不均匀沉降对有砟轨道沉降影响的模型试验[J]. 同济大学学报(自然科学版), 2011, 39(6): 862―869. Zou Chunhua, Zhou Shunhua, Wang Binglong. Model test study of influence of differential subgrade settlement on ballasted track settlement [J]. Journal of Tongji University (Natural Science), 2011, 39(6): 862―869. (in Chinese)
[13]
Makoto. Vibration behavior of roadbed on soft grounds under trainload [J]. Quartly Report of RTRI, 1990, 31(1): 29―35.
[14]
姚力. 基础沉降对土路基板式轨道动力性能影响分析[J]. 铁道工程学报, 2007(10): 28―31. Han Yitao, Yao Li. Analysis of the dynamic performance for slab track settlement on embankment [J]. Journal of Railway Engineering Society, 2007(10): 28―31. (in Chinese)
[15]
Qingyuan, Li Bin. Study on spatial mechanical characteristic of high-speed railway ballastless slab track on subgrade [J]. Advanced Materials Research, 2012(503/504): 1010―1015.
