[1] 铁道第三勘察设计院集团有限公司,中铁第四勘察设计院集团有限公司,中国铁道科学研究院.高速铁路设计规范(试行):TB 10621—2009[S].北京:中国铁道出版社,2010.
The Third Railway Survey and Design Institute Group Corporation, China Railway Siyuan Survey and Design Group Co., Ltd., China Academy of Railway Sciences.Code for Design of High-Speed Railway: TB10621—2009[S]. Beijing: China Railway Press, 2010.
[2]中铁西北科学研究院有限公司.黄土地区铁路工程研究与实践[G].兰州:中铁西北科学研究院有限公司,2005.
Northwest Research Institute Co., Ltd. of CREC. Research and Practice of the Railway Engineering in Loess Areas[G]. Lanzhou: Northwest Research Institute Co., Ltd. of CREC, 2005.
[3] 楚华栋,熊治文,王小军,等.多点沉降观测方法及装置:ZL200710017284. 5[P].2009-06-10.
CHU Huadong, XIONG Zhiwen, WANG Xiaojun, et al. Device and Observation Method of Multipoint Settlement: ZL200710017284.5[P]. 2009-06-10.
[4] 武小鹏,熊治文,王小军,等.郑西高速铁路豫西段黄土现场浸水自重湿陷特征研究[J].岩土力学,2012,33(6):1769-1773.
WU Xiaopeng, XIONG Zhiwen, WANG Xiaojun, et al. Study of immersion collapsible characteristics under overburden pressure of Western Henan loess along Zhengzhou-Xi’an high-speed railway[J]. Rock and Soil Mechanics, 2012, 33(6):1769-1773.
[5] 铁道第一勘察设计院集团有限公司.铁路路基设计规范:TB 10001—2005[S].北京:中国铁道出版社,2006.
The First Railway Survey and Design Institute Group Corporation. Code for Design on Subgrade of Railway: TB 10001—2005[S]. Beijing: China Railway Press, 2006.
[6] 屈耀辉,苗学云.三种常用地基处理方法在黄土区高铁地基中的适用性研究[J].中国铁道科学,2015,36(4):8-12.
QU Yaohui, MIAO Xueyun. Applicability of three common ground treatment methods for high speed railway subgrade in loess areas[J]. China Railway Science, 2015, 36(4): 8-12.
[7] 屈耀辉,魏永梁,武小鹏,等.黄土区高铁柱锤冲扩桩地基沉降控制效果研究[J].铁道工程学报,2012(1):21-25.
QU Yaohui, WEI Yongliang, WU Xiaopeng,et al. Study on settlement controlling effects for foundation with piles trusted-expanded in column-hammer along high speed railway in collapsible loess region[J]. Journal of Railway Engineering Society, 2012(1): 21-25.
[8] 屈耀辉,武小鹏,米维军,等.黄土区高速铁路挤密桩地基沉降控制效果研究[J].铁道工程学报,2011(9):31-35.
QU Yaohui, WU Xiaopeng, MI Weijun, et al. Study on control effects of settlement of compact pile foundation of high speed railway in collapsible loess region[J]. Journal of Railway Engineering Society, 2011(9): 31-35.
[9] 刘玉杰,谢亚伟.我国高速铁路桥梁和区间路基结构设计方案的比选探讨[J].重庆交通大学学报(社会科学版),2012,12(5):23-25.
LIU Yujie, XIE Yawei. Structure design comparison study of bridge and interval roadbed in China’s high speed railway[J]. Journal of Chongqing Jiaotong University(Social Sciences), 2012, 12(5): 23-25.
[10] 颜春.填方路基不均匀沉降原因分析及处治措施[J].重庆交通学院学报,2003,22(1):63-68.
YAN Chun. The analysis for filled subgrade work’s inhomogeneous settlement and the disposal measures[J]. Journal of Chongqing Jiaotong University, 2003, 22(1): 63-68.
[11] 王小军,楚华栋,熊治文,等.地基深部分层变形观测方法和装置:ZL200810150403.9[P].2010-06-02.
WANG Xiaojun, CHU Huadong, XIONG Zhiwen, et al. Device and Observation Method of Layered Settlement in Deep Foundation: ZL200810150403.9[P]. 2010-06-02. |