[1] 杨龙才,王炳龙,赵国堂,等.CFG桩网复合地基沉降计算方法研究[J].铁道建筑,2009(7):19-23.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)
[2] 马明正,海振雄,叶阳升,等.高速铁路CFG桩复合地基沉降计算适用方法研究[J].中国铁道科学,2014,35(2):7-13.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)
[3] 王长丹,王炳龙,周顺华,等.高速铁路刚性桩网复合地基沉降计算方法与实测数据对比分析[J].铁道学报,2013,35(8):80-87.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)
[4] 陈福江,马建林,朱 林,等.考虑压缩模量深度效应的深厚软土桩基沉降计算[J].岩土力学,2012,33(增2):167-172.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)
[5] 张敏静,罗 强,詹学启,等.高速铁路穿透型CFG桩复合地基沉降计算修正系数分析[J].岩土力学,2013,34(2):519-525,545.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)
[6] 刘俊飞.铁路CFG桩复合地基沉降控制机理与计算方法研究[D].成都:西南交通大学,2011.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] 张占荣.武广高铁红黏土地基沉降计算方法研究[J].铁道工程学报,2011,4:9-14,87.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)
[8] 赵明华,张 玲,李立新,等.长短桩复合地基沉降计算方法研究[J].沈阳建筑大学学报:自然科学版,2005,21(4):310-314.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)
[9] TB 10106—2010,铁路工程地基处理技术规程[S].TB 10106—2010, technical code for ground treatment of railway engineering[S].(in Chinese)
[10] TB 10621—2009,高速铁路设计规范[S]. TB 10621—2009, code for design of high speed railway[S].(in Chinese)
[11] JGJ 79—2012,建筑地基处理技术规范[S].JGJ 79—2012, technical code for ground treatment of buildings[S].(in Chinese)
[12] GB 50025—2004,湿陷性黄土地区建筑规范[S].GB 50025—2004, code for building construction in collapsible loess regions[S].(in Chinese)
[13] 蒋关鲁,王力伟,杭红星.路桥交界处地基附加应力修正计算方法[J].岩土工程学报,2013,35(2):208-218.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)
[14] 李新召.湿陷性黄土区DDC复合地基沉降计算研究[D].兰州:兰州大学,2008.LI Xin-zhao. Study on calculation of settlement of DDC composite foundation in collapsible loess area[D]. Lanzhou: Lanzhou University, 2008.(in Chinese)
[15] 姚笑青.桩基沉降中的附加应力计算方法分析[J].结构工程师,2004,20(4):64-67,17.YAO Xiao-qing. Method of additional stress calculation in settlement of pile foundations[J]. Structural Engineers, 2004, 20(4): 64-67, 17.(in Chinese)
[16] 刘从友.湿陷性黄土地区挤密桩复合地基沉降计算[D].兰州:兰州大学,2009.LIU Cong-you. The settlemet calculation of compaction pile composite foundation in collapsible loess areas[D]. Lanzhou: Lanzhou University, 2009.(in Chinese)
[17] 郑俊杰,马 强,韦永美,等.复合地基沉降计算与数值模拟分析[J].华中科技大学学报:自然科学版,2010,38(8):95-98.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)
[18] 张占荣,刘庆辉,杨艳霜,等.高填土路堤沉降计算方法分析[J].铁道标准设计,2011,2:5-8.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)
[19] 汤连生,林沛元,吴 科,等.交通荷载下层状路基动附加应力的弹性计算模型[J].岩石力学与工程学报,2009,28(11):2208-2214.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)
[20] 程艺梅.京沪高速铁路宽站场深厚软土PHC桩复合地基沉降计算与结构设计研究[D].北京:北京交通大学,2012.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] 郭在旭.路堤荷载下CFG桩复合地基沉降计算研究[D].成都:西南交通大学,2010.GUO Zai-xu. Study of settlement calculation of CFG pile composite foundation under embankment load[D]. Chengdu:Southwest Jiaotong University, 2010.(in Chinese)
[22] 长安大学,中铁第一勘察设计院集团有限公司.高速铁路路基技术深化研究[R].西安:长安大学,2015.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] 中铁第一勘察设计院集团有限公司,铁道部工程设计鉴定中心.高速铁路深化研究细则[R].西安:中铁第一勘察设计院集团有限公司,2010.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] 焦五一.地基变形计算的新参数——弦线模量的原理和应用[J].水文地质工程地质,1982(1):30-33,29.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)
[25] 杨光华.地基沉降计算的新方法[J].岩石力学与工程,2008,27(4):679-686.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)