›› 2010, Vol. 31 ›› Issue (2): 478-482.

• Geotechnical Engineering • Previous Articles     Next Articles

New method for forecasting subgrade settlement of railway passenger dedicated line

CHEN Shan-xiong1, WANG Xing-yun1, 2, XU Xi-chang1, WANG Xiao-gang1   

  1. 1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Hubei Provincial Electric Power Survey & Design Institute, Wuhan 430024 China
  • Received:2009-07-30 Online:2010-02-10 Published:2010-03-24

Abstract:

The control of post-construction settlement of subgrade is one of the key problems of railway passenger dedicated line construction; therefore, it is beneficial to design and construction that using the field observation data of railway passenger dedicated line subgrade to find the corresponding settlement laws. The thought of three-point method is introduced into hyperbola model based on analyzing mass data of some high-speed railway subgrade; a three-point method based on hyperbola model for subgrade settlement prediction has been proposed. The concrete method is that three suitable points of the measured settlement curve taken as forecast sample are substituted in hyperbola model to forecast the settlement. The common forecast methods such as hyperbola method, three-point method, Asaoka method, Hushino method and Poisson curve method are used as comparison to check the new method. The research results show that the model of hyperbola based on three-point method agrees better with the measured data, with small errors and high correlated coefficient, so as to provide references for the settlement prediction of laying ballastless track of railway passenger dedicated line.

Key words: hyperbola method, three-point method, settlement prediction, railway passenger dedicated line, ballastless track

CLC Number: 

  • TU 433
[1] ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798.
[2] CAO Wen-gui, YIN Peng, HE Min, LIU Tao. A combination method for predicting settlement based on new or old degree of data and adjustment of value interval of prediction [J]. , 2017, 38(2): 534-540.
[3] HUANG Guang-jun. Problems and their solutions in predicting soft ground settlement based on Asaoka’s method [J]. , 2016, 37(4): 1061-1065.
[4] ZHANG Wen-chao , SU Qian , LIU Ting , LIU Bao , SUN Wen,. Research on vibration characteristics of ballastless track subgrade under frost boiling at subgrade bed [J]. , 2014, 35(12): 3556-3562.
[5] WANG Xiao-jun ,WANG Wen-di ,LI Ming ,WEI Yong-liang ,YANG Yin-hai ,QU Yao-hui . Field test research on treatment effect of embankment foundation in class Ⅳ dead-weight collapsible loess zone along railway passenger dedicated line [J]. , 2013, 34(S2): 318-324.
[6] LI Qi-yue , XU Jie , WANG Wei-hua , CHEN Xing-ming , ZHANG Jun . Roof settlement predicting based on multi-scale mathematical morphological analysis [J]. , 2013, 34(2): 433-438.
[7] LIU Han-bing,XIANG Yi-ming,RUAN You-xing. A multivariable grey model based on background value optimization and its application to subgrade settlement prediction [J]. , 2013, 34(1): 173-181.
[8] CHEN Shan-xiong ,WANG Xing-yun ,XU Xi-chang ,YU Fei ,QIN Shang-lin. Three-point modified exponential curve method for predicting subgrade settlements [J]. , 2011, 32(11): 3355-3360.
[9] WEI Li-min, HE Qun, WANG Yong-he. Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model [J]. , 2010, 31(8): 2630-2636.
[10] GAO Feng. Analysis of stability and settlement prediction of cofferdam with geotextile bags on seaside soft foundation [J]. , 2010, 31(4): 1233-1237.
[11] QI Tao, ZHANG Qing-he, HU Xiang-dong, FAN Xin-jian. A practical approach for predicting surface settlements induced by shield tunneling [J]. , 2010, 31(4): 1247-1252.
[12] ZHOU Jian,ZHOU Kai-min,JIA Min-cai,SHI Dan-da. Analysis of consolidation settlement calculation for layered soft clay [J]. , 2010, 31(3): 789-793.
[13] CHEN Shan-xiong,WANG Xiao-gang,JIANG Ling-fa,DAI Zhang-jun. Settlement characteristics and engineering significance of subgrade surface for railway passenger dedicated line [J]. , 2010, 31(3): 702-706.
[14] ZHAN Yong-xiang, JIANG Guan-lu. Study of dynamic characteristics of soil subgrade bed for ballastless track [J]. , 2010, 31(2): 392-396.
[15] XU Xing-wang,LI Xiao-lun. An observation and analysis of passenger dedicated line subgrade in collapsible loess zone [J]. , 2010, 31(1): 233-236.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAN Xian-jun, CHEN Wei-zhong, YANG Jian-ping, YANG Chun-he. Study of THM-damage coupling model of gas storage in salt rock with interlayer[J]. , 2009, 30(12): 3633 -3641 .
[2] TAN Han-hua, FU He-lin. Testing study of application of time domain reflectometry to highway slope monitoring[J]. , 2010, 31(4): 1331 -1336 .
[3] YE Jun-neng. Dynamic response of track system-layered transversely isotropic saturated subgrade to train loads[J]. , 2010, 31(5): 1597 -1603 .
[4] WEN Shi-yi, LI Jing , SU Xia , YAO Xiong. Studies of mesomechanical structure characters of surrounding rock failure under complex stress state[J]. , 2010, 31(8): 2399 -2406 .
[5] ZHANG Zhi-qiang, HE Ben-guo, HE Chuan. Study of load of lining under condition of saturated stratum for underwater tunnels[J]. , 2010, 31(8): 2465 -2470 .
[6] YU Tian-tang. Extended finite element method for modeling three-dimensional crack problems[J]. , 2010, 31(10): 3280 -3285 .
[7] LIU Jie,LI Jian-lin,QU Jian-jun,Cheng Xing,LI Jian-wu,LUO Shi-wei. Multiple factors analysis of influence of developing horizontal displacement at Dagangshan dam abutment slope based on unloading rock mass mechanics[J]. , 2010, 31(11): 3619 -3626 .
[8] LI Wei-hua, ZHAO Cheng-gang, DU Nan-xin. Analysis of effects of saturated soft interlayer on seismic responses of metro station[J]. , 2010, 31(12): 3958 -3963 .
[9] HAN Xian-min. Study of construction technology and mechanical effect of Guanjiao tunnel in shallow-buried sandy stratum in Xining-Golmud 2nd line[J]. , 2010, 31(S2): 297 -302 .
[10] JIANG Zheng-wei, PENG Jian-bing, WANG Qi-yao. Adverse geological problems and countermeasure of Xi’an Metro Line 3[J]. , 2010, 31(S2): 317 -321 .