交通与土木工程 |
|
|
|
|
降雨与自然状态下膨胀土基床的振动特性 |
杨果林, 段君义, 杨啸, 徐亚斌 |
中南大学 土木工程学院,湖南 长沙 410075 |
|
Vibration characteristics of subgrade in expansive soil area under simulated rainfall and natural conditions |
YANG Guo lin, DUAN Jun yi, YANG Xiao, XU Ya bin |
School of Civil Engineering, Central South University, Changsha 410075, China |
[1] 刘建坤,肖军华,杨献永,等.提速条件下粉土铁路路基动态稳定性研究[J].岩土力学,2009,30(2): 399-405.
LIU Jiankun, XIAO Junhua, YANG Xianyong, et al. Study on dynamic stability of silt subgrade subjected to train moving loading[J]. Rock and Soil Mechanics, 2009,30(2): 399-405.
[2] AUERSCH L. The effect of critically moving loads on the vibrations of soft soils and isolated railway tracks[J]. Journal of Sound and Vibration, 2008, 310(3):587-607.
[3] MADSHUS C, KAYNIA A M. Highspeed railway lines on soft ground: dynamic behavior at critical train speed [J]. Journal of Sound and Vibration, 2000, 231(3): 689-701.
[4] PRIEST J A, POWRIE W. Determination of dynamic track modulus from measurement of track velocity during train passage [J].Journal of Geotechnical and Geoenvironmental Engineering, 2009,135(11): 1732-1740.
[5] 孙常新,胡金虎,梁波.准高速铁路路基动力响应数值模拟[J].计算力学学报,2010,27(1):173-176.
SUN Changxin, HU Jinhu, LIANG Bo. Numerical simulation of dynamic response for quasihigh speed railway subgrade [J]. Chinese Journal of ComputationalMechanics, 2010,27(1): 173-176.
[6] 屈畅姿,王永和,魏丽敏.武广高速铁路路基振动现场测试与分析[J].岩土力学,2012,33(5): 1451-1461.
QU Changzi, WANG Yonghe, WEI Limin. Insitu test and analysis of vibration of subgrade for WuhanGuangzhou highspeed railway[J]. Rock and SoilMechanics, 2012,33(5): 1451-1461.
[7] 孙宏磊,蔡袁强,徐长节.高速列车荷载作用下路轨系统及饱和地基的动力响应[J].浙江大学学报:工学版,2008,42(11): 2002-2008.
SUN Honglei, CAI Yuanqiang, XU Changjie. Dynamic responses of track system and poroelastic soil under highspeed train load[J]. Journal of Zhejiang University: Engineering Science, 2008,42(11): 2002-2008.
[8] KIM S M. Vibration and stability of axial loaded beams on elastic foundation under moving harmonic loads[J]. Engineering Structures, 2004, 26(1): 95-105.
[9] 聂志红,阮波,李亮.铁路道床路基动力响应的参数影响[J].交通运输工程学报,2004,4(1): 34-37.
NIE Zhihong, RUAN Bo, LI Liang. Dynamic response parameters of railway ballastsubgrade[J]. Journal of Traffic and Transportation Engineering, 2004,4(1):34-37.
[10] 陈建国,肖军华,李前进,等.提速列车荷载作用下铁路路基动力特性的研究[J].岩土力学,2009,30(7):1944-1950.
CHEN Jianguo, XIAO Junhua, LI Qianjin, et al. Dynamic responses of existingrailway subgrade with train speed increasing[J]. Rock and Soil Mechanics, 2009,30(7): 1944-1950.
[11] 王子玉,凌贤长,惠舒清.季节冻土区铁路路基振动加速度现场监测[J].岩土工程学报,2015,37(9):1591-1598.
WANG Ziyu, LING Xianzhang, HUI Shuqing. Field monitoring of vibration response of subgrade in a seasonally frozen region [J]. Chinese Journal of Geotechnical Engineering, 2015,37(9): 1591-1598.
[12] 杨永平,周顺华.合宁客运专线膨胀土不同高度路堤动力特性分析[J].岩土力学,2008,29(5):1403-1406.
YANG Yongping, ZHOU Shunhua. Analysis ofvibration character of expansive soil embankments with different heights of HeNing Highspeed Railway[J]. Rock and Soil Mechanics,2008,29(5): 1403-1406.
[13] 郑大为,王炳龙,周顺华,等.合宁快速客运专线膨胀土不同刚度路堤振动特性研究[J].岩石力学与工程学报,2006,25(增2): 4205-4208.
ZHENG Dawei, WANG Binglong, ZHOU Shunhua, et al. Study on vibration character of expansive soil embankments with different rigidities along HefeiNanjing Highspeed Railway[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(Suppl.2):4205-4208.
[14] 杨果林,王亮亮,杨啸.不同服役环境下高速铁路膨胀土路堑基床振动特性模型试验[J].岩土工程学报,2015,37(1): 133-138.
YANG Guolin, WANG Liangliang, YANG Xiao. Model tests on vibration characteristics of cutting subgrade of expansive soil of express railways under different service environments[J]. Chinese Journal of Geotechnical Engineering, 2015,37(1): 133-138.
[15] 王亮亮,杨果林.半刚性防水层对基床动力特性影响的模型试验[J].中南大学学报:自然科学版,2013,44(10): 4244-4250.
WANG Liangliang, YANG Guolin. Model test on effects of subgrade dynamic characteristics by using semirigid waterproof structure layer [J]. Journal of Central South University: Science and Technology,2013,44(10): 4244-4250.
[16] 王亮亮,杨果林.中强膨胀土地区铁路路堑基床动静态特性模型试验[J].岩土工程学报,2013,35(1):137-143.
WANG Liangliang, YANG Guolin. Model tests on static and dynamic performances of cut subgrade of railways in mediumstrong expensive soil area [J]. Chinese Journal of Geotechnical Engineering, 2013,35(1): 137-143.
[17] XEIDAKIS G, KOUDOUMAKIS P, TSIRAMBIDES A. Road construction on swelling soils: the case of Strymi soils, Rhodope, Thrace, Northern Greece [J]. Bulletin of Engineering Geology and the Environment, 2004, 63: 93-101.
[18] FREDLUND D G, RAHARDJO H. Unsaturated soil mechanics in engineering practice [M]. New York: Wiley, 2012, 16.
[19] 詹良通.非饱和膨胀土边坡中土水相互作用机理[J].浙江大学学报:工学版,2006,40(3): 494-500.
ZHAN Liangtong. Study on soilwater interaction in unsaturated expansive soil slopes[J]. Journal of Zhejiang University: Engineering Science, 2006,40(3):494-500.
[20] 孔令伟,陈建斌,郭爱国,等.大气作用下膨胀土边坡的现场响应试验研究[J].岩土工程学报,2007,29(7): 1065-1073.
KONG Lingwei, CHEN Jianbin, GUO Aiguo, et al. Field response tests on expansive soil slopes under atmosphere [J]. Chinese Journal of Geotechnical Engineering, 2007,29(7): 1065-1073.
[21] TOTOEV Y Z, KLEEMAN P W. An infiltration model to predict suction changes in the soil profile [J]. Water Resource Research, 1998, 34(7): 1617-1622.
[22] FITYUS S G, ALLMAN M A, SMITH D W. Mound shapes beneath covered areas[J]. Australian Geomechanics, 1999, 34(3): 5-14.
[23] 申权,杨果林,房以河,等.膨胀土地段新型基床结构动力响应数值分析[J].铁道学报,2015,37(7): 86-91.
SHEN Quan, YANG Guolin, FANG Yihe, et al. Numerical analysis of dynamic response of new type of bed structure in expansive soil district[J]. Journal of the China Railway Society, 2015,37(7): 86-91.
[24] 冯玉勇,张永双,曲永新,等.南昆铁路百色盆地膨胀土路堤病害机理研究[J].岩土工程学报,2001,23(4): 463-467.
FENG Yuyong, ZHANG Yongshuang, QU Yongxin, et al. Mechanism of embankment defects caused by expensive soils in Baise Basin, NanningKunming railway [J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 463-467.
[25] 李庆鸿.新建时速200公里铁路改良膨胀土路基施工技术[M].北京:中国铁道出版社, 2007.
[26] 张淑花.新型复合防排水板在达成铁路基床中的应用[J].土工基础,2007,21(3): 51-53.
ZHANG Shuhua. Application of a new kind of composite waterproof and drainage board in the Dacheng railroad bedding design [J]. Soil Engineering and Foundation, 2007, 21(3): 51-53.
[27] 汤康民.膨胀性红土铁路路基基床动力反应分析[J].西南交通大学学报,1994,29(1): 71-78.
TANG Kangmin. Dynamic response analysis in railway subgrade of expansive red soil[J]. Journal of Southwest Jiaotong University, 1994, 29(1): 71-78.
[28] 中华人民共和国行业标准编写组.高速铁路设计规范TB106212009[S].北京:中国铁道出版社,2009.
[29] 蒋红光,边学成,陈云敏,等.高速铁路轨道路基列车移动荷载模拟的全比尺加速加载试验[J].土木工程学报,2015,48(9): 85-95.
JIANG Hongguang, BIAN Xuecheng, CHEN Yunmin, et al. Fullscale accelerated testing for simulation of train moving loads intracksubgrade system of highspeed railway[J]. China Civil Engineering Journal, 2015,48(9): 85-95.
[30] BROWN S F, BRODRICK B V, THOM N H, et al. The Nottingham railway test facility, UK [J]. Proceedings of the Institution Civil EngineersTransport,2007,160(2): 59-65. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|