张爽,唐春安,张向东. 季节性冻土地区高铁路基沉降研究[J]. 东北大学学报:自然科学版,2013(34)8:1202-1205. ZHANG Shuang,TANG Chun-an,ZHANG Xiang-dong. Subgrade Settlement of High-Speed Railway in Seasonal Frozen Soil Area [J]. Journal of Northeastern University:Natural Science Edition,2013(34)8:1202-1205.
[2]
CHEN G S,DAVIS D,HULSEY J L. Measurement of Frozen Soil-pile Dynamic Properties:A System Identification Approach[J]. Cold Regions Science and Technology,2012,70:98-106.
[3]
WANG J, ZHOU G,ZHOU J,et al. Influence of the Hydration Heat of Cast-in-situ Concrete on Temperature Field and Stability of Soil-pile in High-temperature Permafrost Regions[C]//2011 International Conference on Electric Technology and Civil Engineering (ICETCE). Piscataway,NJ:IEEE,2011:427-433.
[4]
赵明华,邹丹,邹新军. 基于荷载传递法的高承台桩基沉降计算方法研究[J]. 岩石力学与工程学报,2005,24(13):2310-2314. ZHAO Ming-hua,ZOU Dan,ZOU Xin-jun. Settlement Calculation of Pile Foundations with Elevated Caps by Load Transfer Method [J].Chinese Journal of Rock Mechanics and Engineering,2005,24(13):2310-2314.
梁波,陈兴冲. 青藏铁路的重要意义、技术难点及力学问题 [J]. 工程力学,2004(增1):139-149. LIANG Bo,CHEN Xing-chong. The Significance, the Key Technical Problems and the Mechanical Problems of Qinghai-Tibetan Railway[J]. Engineering Mechanics,2004(S1):139-149.
[7]
崔托维奇 H A. 冻土力学[M]. 北京:科学出版社,1985. TSYTOVIHC Н А. Mechanics of Frozen Ground[M]. Beijing: Science Press,1985.
[8]
张建新, 吴东云. 桩端阻力与桩侧阻力相互作用研究[J]. 岩土力学,2008,29(2):541-544. ZHANG Jian-xin,WU Dong-yun. Research on Interaction between Resistance at Pile and Lateral Resistance of Pile[J]. Rock and Soil Mechanics,2008,29(2):541-544.
[9]
叶真华,周健,唐世栋. 黏土中不同桩端条件下桩承载性状的模型试验[J]. 同济大学学报:自然科学版,2009,37(6):733-737. YE Zhen-hua,ZHOU Jian,TANG Shi-dong. Model Test on Pile Bearing Behaviors in Clay under Different Pile Tip Conditions[J]. Journal of Tongji University:Natural Science Edition,2009,37(6):733-737.
[10]
刘锟,赵春风.不同桩端土承压钻孔灌注桩模型试验研究[J].岩土工程学报,2011,33(3):490-495. LIU Kun,ZHAO Chun-feng. Model Tests on Bored Piles under Vertical Load on Different Pile-tip Soils[J]. Chinese Journal of Geotechnical Engineering,2011,33(3):490-495.
[11]
李永波,张鸿儒,全克江.冻土-桩动力相互作用模型试验系统研制[J]. 岩土工程学报,2012,34(4):774-780. LI Yong-bo,ZHANG Hong-ru,QUAN Ke-jiang. Development of Model Test System for Dynamic Frozen Soil-pile Interaction[J]. Chinese Journal of Geotechnical Engineering,2012,34(4):774-780.
[12]
席宁中.试论桩端土强度对桩侧阻力的影响[J].建筑科学,2000,16(6):51-54,60. XI Ning-zhong. A Discussion on Influence of Soil Strength Underneath a Pile on the Pile Shaft Resistance[J]. Building Science,2000,16(6):51-54,60.
[13]
JGJ94—2008,建筑桩基技术规范[S]. JGJ 94—2008,Technical Code for Building Pile Foundations[S].
[14]
张向东,刘家顺,张建俊,等.地铁联络通道人工冻结粉质粘土变形与温度特性试验研究[J]. 公路交通科技,2013,30(5):74-81. ZHANG Xiang-dong,LIU Jia-shun,ZHANG Jian-jun,et al. Experimental Research on Relation between Deformation and Temperature Characteristics of Artificial Frozen Silty Clay of Cross Passage of Metro Tunnel[J].Journal of Highway and Transportation Research and Development,2013,30(5):74-81.
[15]
张淑娟,赖远明,李双洋,等.冻土动强度特性试验研究[J].岩土工程学报,2008,30 (4):595-599. ZHANG Shu-juan,LAI Yuan-ming,LI Shuang-yang,et al.Dynamic Strength of Frozen Soils[J].Chinese Journal of Geotechnical Engineering,2008,30 (4):595-599.
[16]
王书娟,陈志国,秦卫军,等.季节性冰冻地区路基冻胀机理分析[J].公路交通科技,2012,29 (7):20-24,44. WANG Shu-juan,CHEN Zhi-guo,QIN Wei-jun,et al.Mechanism Analysis on Subgrade Frost Heaving in Seasonal Frozen Region[J]. Journal of Highway and Transportation Research and Development,2012,29(7):20-24,44.
[17]
陈伟华.多年冻土区桩侧冻结强度与负摩阻力试验研究[D]. 哈尔滨:哈尔滨工业大学,2011. CHEN Wei-hua. Experimental Research on Freezing Strength and Negative Friction of Pile Side in Permafrost Region[D]. Harbin:Harbin Institute of Technology,2011.
[18]
贺炜,赵明华,邹新军.基桩荷载传递的非线性计算方法研究[J].公路交通科技,2006,23(3):74-78. HE Wei,ZHAO Ming-hua,ZOU Xin-jun. Study on Nonlinear Calculation Method of Load Transferring along Pile Shaft[J]. Journal of Highway and Transportation Research and Development,2006,23(3):74-78.
