Citation: | LEI Sheng-you, LI Xiao-lun, LI Yang, LI Meng-sha, HUI Hui-qing. Calculation method of composite foundation settlement under high-speed railway subgrade[J]. Journal of Traffic and Transportation Engineering, 2015, 15(3): 9-15. doi: 10.19818/j.cnki.1671-1637.2015.03.002 |
[1] |
YANG Long-cai, WANG Bing-long, ZHAO Guo-tang, et al. Study on the settlement calculation of CFG pile-net composite foundation[J]. Railway Engineering, 2009(7): 19-23. (in Chinese) doi: 10.3969/j.issn.1003-1995.2009.07.005
|
[2] |
MA Ming-zheng, HAI Zhen-xiong, YE Yang-sheng, et al. Applicable method for settlement calculation of CFG pile composite foundation for high speed railway[J]. China Railway Science, 2014, 35(2): 7-13. (in Chinese) doi: 10.3969/j.issn.1001-4632.2014.02.02
|
[3] |
WANG Chang-dan, WANG Bing-long, ZHOU Shun-hua, et al. Calculation method of settlement of rigid pile-geogrid composite foundation of high-speed railways and comparison with measured data[J]. Journal of the China Railway Society, 2013, 35(8): 80-87. (in Chinese) doi: 10.3969/j.issn.1001-8360.2013.08.013
|
[4] |
CHEN Fu-jiang, MA Jian-lin, ZHU Lin, et al. Settlement calculation of pile foundation in deep-soft soil considering depth effect of compression modulus[J]. Rock and Soil Mechanics, 2012, 33(S2): 167-172. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2012S2025.htm
|
[5] |
ZHANG Min-jing, LUO Qiang, ZHAN Xue-qi, et al. Research on settlement calculation empirical coefficient of end-bearing CFG pile composite foundation[J]. Rock and Soil Mechanics, 2013, 34(2): 519-525, 545. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201302033.htm
|
[6] |
LIU Jun-fei. Study on working mechanism and calculation method of settlement control for railway's roadbed using CFG-pile conposite foundation[D]. Chengdu: Southwest Jiaotong University, 2011. (in Chinese)
|
[7] |
ZHANG Zhan-rong. Research on computation method for settlement of red clay foundation of Wuhan-Guangzhou passenger dedicated line[J]. Journal of Railway Engineering Society, 2011, 4: 9-14, 87. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201104004.htm
|
[8] |
ZHAO Ming-hua, ZHANG Ling, LI Li-xin, et al. Research on settlement calculation of the long-short-pile composite foundation[J]. Journal of Shenyang Jianzhu University: Natural Science, 2005, 21(4): 310-314. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ200504006.htm
|
[9] |
TB 10106―2010, technical code for ground treatment of railway engineering[S]. (in Chinese)
|
[10] |
TB 10621―2009, code for design of high speed railway[S]. (in Chinese)
|
[11] |
JGJ 79―2012, technical code for ground treatment of buildings[S]. (in Chinese)
|
[12] |
GB 50025―2004, code for building construction in collapsible loess regions[S]. (in Chinese)
|
[13] |
JIANG Guan-lu, WANG Li-wei, HANG Hong-xing. Modified method for additional stress of bridge-approach foundation under subgrade load[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2): 208-218. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201302004.htm
|
[14] |
LI Xin-zhao. Study on calculation of settlement of DDC composite foundation in collapsible loess area[D]. Lanzhou: Lanzhou University, 2008. (in Chinese)
|
[15] |
YAO Xiao-qing. Method of additional stress calculation in settlement of pile foundations[J]. Structural Engineers, 2004, 20(4): 64-67, 17. (in Chinese) doi: 10.3969/j.issn.1005-0159.2004.04.015
|
[16] |
LIU Cong-you. The settlemet calculation of compaction pile composite foundation in collapsible loess areas[D]. Lanzhou: Lanzhou University, 2009. (in Chinese)
|
[17] |
ZHENG Jun-jie, MA Qiang, WEI Yong-mei, et al. Calculation and numerical simulation of composite foundation settlement[J]. Journal of Huazhong University of Science and Techology: Natural Science Edition, 2010, 38(8): 95-98. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HZLG201008027.htm
|
[18] |
ZHANG Zhan-rong, LIU Qing-hui, YANG Yan-shuang, et al. High fill embankment settlement calculation methods[J]. Railway Standard Design, 2011, 2: 5-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS201102004.htm
|
[19] |
TANG Lian-sheng, LIN Pei-yuan, WU Ke, et al. Elastic calculation model for dynamic additional stresses in layered subgrade under traffic load[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(11): 2208-2214. (in Chinese) doi: 10.3321/j.issn:1000-6915.2009.11.007
|
[20] |
CHENG Yi-mei. Study on the settlement calculation and structure design of PHC pile composite foundation in deep soft soil of Beijing-Shanghai high-speed railway[D]. Beijing: Beijing Jiaotong University, 2012. (in Chinese)
|
[21] |
GUO Zai-xu. Study of settlement calculation of CFG pile composite foundation under embankment load[D]. Chengdu: Southwest Jiaotong University, 2010. (in Chinese)
|
[22] |
Chang'an University, China Railway First Survey and Design Institute Group Co., Ltd. Further research of high speed railway bed technique[R]. Xi'an: Chang'an University, 2015. (in Chinese)
|
[23] |
China Railway First Survey and Design Institute Group Co., Ltd., Engineering Design Authentication Center of Ministry of Railways. Further research of high-speed railway rules[R]. Xi'an: China Railway First Survey and Design Institute Group Co., Ltd., 2010. (in Chinese)
|
[24] |
JIAO Wu-yi. New coefficient of deformation calculation of foundation―the principle and application of chord modulus[J]. Hydrogeology and Engineering Geology, 1982(1): 30-33, 29. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG198201007.htm
|
[25] |
YANG Guang-hua. New computation method for soil foundation settlements[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(4): 679-686. (in Chinese) doi: 10.3321/j.issn:1000-6915.2008.04.005
|