Calculation Method for Embedded Continuous Pile-Board Structure under Thermal Stresses

顾渭建. 钢筋混凝土超长结构无缝设计裂缝控制综合集成技术[J. 工程力学,2000,2(增刊): 307-313.GU Weijian. Crack control comprehensive integration technology of super long reinforced concrete structure[J. Engineering Mechanics, 2000, 2(Sup.): 307-313. [2]顾渭建,张兴彦,张鏖. RC高层建筑超长结构屋盖温度场的理论分析[J. 土木工程学报,2005,38(9): 61-68.GU Weijian, ZHANG Xingyan, ZHANG Ao. A theoretical analysis of the temperature field for overlong jointless roof-structure of RC high-rise buildings[J. China Civil Engineering Journal, 2005, 38(9): 61-68. [3]黄健平. 郑西客运专线路基桩板结构的设计与计算[J. 广东公路交通,2006(增刊1): 38-40.HUANG Jianping. Design and calculation on embankment pile-plate structure of Zhengxi passenger railway[J. Guangdong Highway Communications, 2006(Sup.1): 38-40. [4]中华人民共和国建设部. GB 500102002 混凝土结构设计规范[S. 北京:中国建筑工业出版社,2002. [5]张家康. 分析顶横梁为绝对刚性的两层多跨框架体系的D值方法[J. 土木工程学报,1987,20(4): 24-38.ZHANG Jiakang. Analysis of two-story multispan frames with absolute rigid top crossbeams by D-value method[J. China Civil Engineering Journal, 1987, 20(4): 24-38. [6]杨茀康. 广义无剪力分配法:修正D值法[J. 湖南大学学报,1982,9(4): 35-43.YANG Fukang. The method of generalized no shear moment distribution: the method of revised D[J. Journal of Hunan University, 1982, 9(4): 35-43. [7]吴邦达. 用A值法分析超长钢筋混凝土框架温度应力[J. 建筑结构,2002(10): 21-27.WU Bangda. Analyzing the temperature stress in ultralong reinforced concrete frames with A value method[J. Building Structure, 2002(10): 21-27. [8]姚卫国. 超长框架结构温度应力分析与手算[J. 福州大学学报:自然科学版,2005,33(增刊): 263-265.YAO Weiguo. Analysis and estimation for thermal stress of overlongthed frame structure[J. Journal of Fuzhou University: Natural Science, 2005, 33(Sup.): 263-265. [9]焦彬如,郭昌生,赵锡钱,等. 超长混凝土框架温度(收缩)作用实用简化计算研究[J. 土木工程学报,2007,40(7): 1-4.JIAO Binru, GUO Changsheng, ZHAO Xiqian, et al. On a simplified and practical computational method of analysis for ultra-long reinforced concrete frames under thermal and shrinkage stresses[J. China Civil Engineering Journal, 2007, 40(7): 1-4. [10]贾德庆. 马尔他直立式沉箱防波堤摩擦系数的模拟试验[J. 水运工程,1981(8): 37-39. JIA Deqing. Model test of friction coefficient on Malta vertical caisson breakwater[J. Port Waterway Engineering, 1981(8): 37-39. [11]地基承载力试验组. 黄土地区挡土墙基底摩擦系数试验研究[J. 铁道标准设计,1975(3): 18-28. [12]詹永祥,蒋关鲁,牛国辉,等. 高速铁路无碴轨道桩板结构路基模型试验研究[J. 西南交通大学学报,2007,42(4): 400-404.ZHAN Yongxiang, JIANG Guanlu, NIU Guohui, et al. Model test investigation of pile-plank embankment of ballastless track for high-speed railway[J. Journal of Southwest Jiaotong University, 2007, 42(4): 400-404. [13]SU Qian, BAI Hao, WANG Xun, et al. In-situ test on fatigue characteristics of top-mounted dividable pile-board subgrade for high-speed railway[J. Journal of Southwest Jiaotong University, 2010, 18(1): 8-12. [14]铁道第三勘察设计院. TB 10002.52005 铁路桥涵地基和基础设计规范[S. 北京:中国铁道出版社,2005. [15]王成,陈志刚,吴恒立. 钻孔灌注推力桩桩土参数取值范围的研究[J. 岩土工程学报,1993,15(3): 101-105.WANG Cheng, CHEN Zhigang, WU Hengli. Research on value range of pile-soil parameters of the bored laterally loaded pile[J. Chinese Journal of Geotechnical Engineering, 1993, 15(3): 101-105. [16]中国建筑科学研究院. JGJ9494 建筑桩基技术规范[S. 北京:中国建筑工业出版社,1995. [17]吴恒立,王馥廷. 推力桩允许极限点确定方法的研究[J. 重庆交通学院学报,1991,10(3): 32-36.WU Hengli, WANG Futing. The study of the determination method of the allowable limiting point of the laterally loaded pile[J. Journal of Chongqing Jiaotong University, 1991, 10(3): 32-36. [18]朱碧堂,吴兴龙,杨敏,等. 桩承式围堤对邻近桥梁桩基的影响[J. 岩土工程学报,2007,29(7): 1009-1016.ZHU Bitang, WU Xinglong, YANG Min, et al. Effect of piled embankments on adjacent piles for bridge abutments[J. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1009-1016. [19]王梅,楼志刚,李建乡,等. 水平荷载作用下单桩非线性m法试验研究[J. 岩土力学,2002,23(1): 23-30.