[1] |
刘萌成, 黄晓明, 陶向华. 桥台后高填方路堤工后沉降影响因素分析[J]. 交通运输工程学报, 2005, 5(3): 36-40. doi: 10.3321/j.issn:1671-1637.2005.03.008Liu Meng-cheng, Huang Xiao-ming, Tao Xiang-hua. Influence factors on post-construction settlement of high backfills adjacent to abut ment[J]. Journal of Traffic and Transportation Engineering, 2005, 5(3): 36-40. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.03.008
|
[2] |
葛折圣. 公路桥涵台背回填材料的优化研究[D]. 南京: 东南大学, 2004.
|
[3] |
赵明华, 肖燕, 陈昌富, 等. 考虑土体蠕变特性的桥台软基变形分析[J]. 中国公路学报, 2006, 19(2): 56-61. doi: 10.3321/j.issn:1001-7372.2006.02.010Zhao Ming-hua, Xiao Yan, Chen Chang-fu, et al. Analysis of deformation on soft subsoil around bridge abut ment considering soil creep property[J]. China Journal of Highway and Transport, 2006, 19(2): 56-61. (in Chinese) doi: 10.3321/j.issn:1001-7372.2006.02.010
|
[4] |
彭大文, 陈朝慰, 洪锦祥. 整体式桥台桥梁的桥台结点受力性能研究[J]. 中国公路学报, 2005, 18(1): 46-50. doi: 10.3321/j.issn:1001-7372.2005.01.009Peng Da-wen, Chen Chao-wei, Hong Jin-xiang. Study of loaded property of abut ment node of integral abut ment bridges[J]. China Journal of Highway and Transport, 2005, 18(1): 46-50. (in Chinese) doi: 10.3321/j.issn:1001-7372.2005.01.009
|
[5] |
张洪亮, 胡长顺. 路桥过渡段桥头搭板容许坡差确定的参数影响[J]. 长安大学学报: 自然科学版, 2003, 23(3): 11-14. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200303002.htmZhang Hong-liang, Hu Chang-shun. Parameters influence on determination of allowable differential slope of approach slab[J]. Journal of Chang an University: Natural Science Edition, 2003, 23(3): 11-14. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200303002.htm
|
[6] |
曾卫兵, 张毅, 何挺继. 公路桥背回填压实试验[J]. 长安大学学报: 自然科学版, 2004, 24(1): 65-68. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200401016.htmZeng Wei-bing, Zhang Yi, He Ting-ji. Test of backfill compacting on highway bridge back[J]. Journal of Chang an University: Natural Science Edition, 2004, 24(1): 65-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200401016.htm
|
[7] |
刘代全. 刚柔过渡解决桥头跳车的理论和应用研究[D]. 长沙: 湖南大学, 2001.
|
[8] |
旷开萃. 高等级公路桥头跳车的综合研究和分析[D]. 上海: 同济大学, 2002.
|
[9] |
张宁. 季冻区高等级公路桥头路堤沉降处治的效果分析[D]. 哈尔滨: 东北林业大学, 2002.
|
[10] |
王末顺. 北方冰冻地区高等级公路桥头跳车允许工后沉降值的研究[D]. 哈尔滨: 东北林业大学, 2002.
|
[11] |
王亦麟. 软土地基桥头跳车处理探讨[J]. 公路交通科技, 2002, 17(1): 28-30. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200001007.htmWang Yi-lin. Treatment of abutment jumping onsoft ground[J]. Journal of Highway and Transportation Research and Development, 2002, 17(1): 28-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200001007.htm
|
[12] |
徐根连. 注浆技术在处理台背填土中的应用[J]. 公路, 2002, 47(2): 43-44. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200202012.htmXu Gen-lian. Inject slurry applying in abut ment backfill[J]. Highway, 2002, 47(2): 43-44. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200202012.htm
|
[13] |
李应怀. 大新高速公路路基质量保证措施综述[J]. 山西交通科技, 2003, 31(2): 1-2. https://www.cnki.com.cn/Article/CJFDTOTAL-SXJT200302001.htmLi Ying-huai. The study on Daxin expressway subgrade quality assuring measures[J]. Shanxi Science and Technology of Communications, 2003, 31(2): 1-2. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SXJT200302001.htm
|
[14] |
陈志霆. 压密注浆治理杭宁高速公路浙江段桥梁引道路面下沉[J]. 岩土工程界, 2003, 6(3): 57-58. doi: 10.3969/j.issn.1674-7801.2003.03.041Chen Zhi-ting. Controlling of bridge approach pavement settlement of the Zhejiang section of the Hangzhou-Nanjing expressway by compacting and grouting[J]. Geotechnical Engineering World, 2003, 6(3): 57-58. (in Chinese) doi: 10.3969/j.issn.1674-7801.2003.03.041
|
[15] |
黄培元. 风积砂的路用性能与施工工艺[J]. 东北公路, 1999, 22(1): 15-19. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL901.005.htmHuang Pei-yuan. Road usage performance and constructional technology of blow sand[J]. Northeastern Highway, 1999, 22(1): 15-19. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL901.005.htm
|
[16] |
董金道. 发展粉煤灰陶粒和粉煤灰陶粒混凝土势在必行[J]. 粉煤灰, 1999, 11(6): 6-9. https://www.cnki.com.cn/Article/CJFDTOTAL-FMHZ199906001.htmDong Jin-dao. It is a must to developlightweight synthetic fly ash aggregate andlightweight synthetic fly ash aggregate concrete[J]. Coal Ash China, 1999, 11(6): 6-9. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FMHZ199906001.htm
|
[17] |
李琪, 肖鹏, 张小平. 轻质回填材料的试验研究[J]. 华东公路, 2001, 24(2): 55-58.Li Qi, Xiao Peng, Zhang Xiao-ping. Experimental study on lightweight backfill material[J]. East China Highway, 2001, 24(2): 55-58. (in Chinese)
|
[18] |
孙吉书. 加筋粉煤灰处治桥头跳车病害的研究[D]. 天津: 河北工业大学, 2002.
|
[19] |
John S H. Special issue on geofoam: overviewand summy[J]. Geotextile and Geomembrance, 1999, 17(1): 1-3.
|
[20] |
Giselher B, Roderich H. EPS in road construction-current situation in Germany[J]. Geotextile and Geomembrance, 1997, 15(2): 39-57.
|
[21] |
李云飞. EPS力学性能与减少路堤沉降的研究[D]. 杭州: 浙江大学, 2002.
|
[22] |
张兴强. 循环荷载作用下土工格栅加筋路基路面受力变形特性的研究[D]. 天津: 天津大学, 2000.
|
[23] |
张志强. 土工格网处理桥头跳车的优化设计[D]. 长沙: 长沙交通学院, 2001.
|
[24] |
Sujit K D. Bearing capacity of strip footings supported on geocell-reinforced sand[J]. Geotextiles and Geomembranes, 2001, 19(2): 235-256.
|
[25] |
杨晓华, 戴铁丁, 许新桩. 土工格室在铁路软弱基床加固中的应用[J]. 交通运输工程学报, 2005, 5(2): 42-46. http://transport.chd.edu.cn/article/id/200502011Yang Xiao-hua, Dai Tie-ding, Xu Xin-zhuang. Geocell applicationin reinforcing soft subgrade of rail way[J]. Journal of Traffic and Transportation Engineering, 2005, 5(2): 42-46. (in Chinese) http://transport.chd.edu.cn/article/id/200502011
|
[26] |
杨晓华, 林法力. 土工格室结构层抗变形性能模型试验[J]. 长安大学学报: 自然科学版, 2006, 26(3): 1-4. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200603000.htmYang Xiao-hua, Lin Fa-li. Model test on anti-deformation of geocell structural layer[J]. Journal of Chang an University: Natural Science Edition, 2006, 26(3): 1-4. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200603000.htm
|
[27] |
Sam MB, Hel wany J, Burkhard F. GRS bridge abut mentsan effective means to alleviate bridge approach settlement[J]. Geotextiles and Geomembranes, 2002, 20(2): 1-19.
|
[28] |
周志刚, 郑健龙, 宋蔚涛. 土工格栅加筋柔性桥台的机理分析[J]. 中国公路学报, 2000, 13(1): 18-21. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200001004.htmZhou Zhi-gang, Zheng Jian-long, Song Wei-tao. Analysis of mechanismof flexible abut ment reinforced by geogrids[J]. China Journal of Highway and Transport, 2000, 13(1): 18-21. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200001004.htm
|
[29] |
Edgar T V, Puckett J A, Spain R B. Effect of geotextiles on lateral pressure and deformationin highway embankments[J]. Geotextile and Geomembrance, 1989, 7(4): 275-306.
|
[30] |
Gregory J, Monley J. Tensile reinforcement effects on bridge approach settlement[J]. Journal of Geotechnical Engineering, 1993, 119(4): 749-761.
|
[31] |
John S H. The compressible inclusion function of EPS geofoam[J]. Geotextile and Geomembrance, 1997, 15(1): 77-120.
|
[32] |
葛折圣, 黄晓明. 含EPS夹层台背回填材料的离心模型试验[J]. 交通运输工程学报, 2004, 4(1): 11-14. http://transport.chd.edu.cn/article/id/200401004Ge Zhe-sheng, Huang Xiao-ming. Centrifugal modeling test on abut ment backfill with EPS inclusion[J]. Journal of Traffic and Transportation Engineering, 2004, 4(1): 11-14. (in Chinese) http://transport.chd.edu.cn/article/id/200401004
|