[1] | 朱碧堂,杨敏.抗拔桩的变形与极限承载力计算 [J].建筑结构学报,2006,27 (3): 120-129.ZHU Bi- tang,YANG Min.Calculation of Displacementand Ultimate Uplift Capacity of Tension Piles[J].Journalof Building Structures,2006,27 (3): 120-129.
|
[2] | 孙晓立.抗拔桩承载力和变形计算方法研究 [D].上海: 同济大学,2007.SUN Xiao- li.Study of Calculation of Bearing- capacity andDeformation of Uplift Piles [D].Shanghai: TongjiUniversity,2007.
|
[3] | 刘祖德.抗拔桩基础 [J].地基处理,1995,6 (4):1-12.LIU Zu- de.Uplift Pile Foundation [J].GroundImprovement,1995,6 (4): 1-12.
|
[4] | 何思明.抗拔桩破坏特性及承载力研究 [J].岩土力学,2001,22 (3): 308-310.HE Si- ming.Study on Bearing Capacity and Failure ofUplift Pile [J].Rock and Soil Mechanics,2001,22(3): 308-310.
|
[5] | 张乾青,张忠苗.抗拔单桩受力性状的解析算法 [J].岩土工程学报,2011,33 (增 2): 308-313.ZHANG Qian- qing,ZHANG Zhong- miao.AnalyticalPrediction Approach for Response of Single Pile underTension
|
[6] | [J ].Chinese Journal of GeotechnicalEngineering,2011,33 (S2): 308-313.
|
[7] | 刘文白.抗拔基础的承载性能与计算 [M].上海: 上海交通大学出版社,2007: 62-63.LIU Wen- bai.Bearing Behavior and Calculation of UpliftFoundation [M].Shanghai: Shanghai Jiaotong UniversityPress,2007: 62-63.
|
[8] | MEYERHOF G G.Uplift Resistance of Inclined Anchorsand Piles [C] ∥ Proceedings of the 8th InternationalConference on Soil Mechanics and FoundationEngineering.Moscow: Kluwer Academic Publishers-Plenum Publishers,1973: 167-172.
|
[9] | DAS B M.A Procedure for Estimation of Uplift Capacity ofRough Piles[J].Soils and Foundations,1983,23 (3):122-126.
|
[10] | CHATTOPADHYAY B C,PISE P J.Uplift Capacity ofPiles in Sand [J].Journal of Geotechnical Engineering,1986,112 (9): 888-904.
|
[11] | SHIN E C,DAS B M,PURI V K,et al.Ultimate UpliftCapacity of Model Rigid Metal Piles in Clay [J].Geotechnical and Geological Engineering,1993,11 (3):203-215.
|
[12] | RAO S N,PRASAD Y V S N.Uplift Behavior of PileAnchors Subjected to Lateral Cyclic Loading [J].Journalof Geotechnical Engineering,1993,119 (4): 786-790.
|
[13] | DASH B K,PISE P J.Effect of Compressive Load onUplift Capacity of Model Piles [J].Journal ofGeotechnical and Geoenvironmental Engineering,2003,129 (11): 987-992.
|
[14] | SHELKE A,PATRA N R.Effect of Compressive Load onUplift Capacity of Cast- insitu Bored Piles [J].Geotechnical and Geological Engineering,2011,29 (5):927-934.
|
[15] | SHELKE A,PATRA N R.Effect of Arching on UpliftCapacity of Single Piles[J].Geotechnical and GeologicalEngineering,2009,27 (4): 365-377.
|
[16] | SHELKE A,MISHRA S.Uplift Capacity of Single BentPile and Pile Group Considering Arching Effects in Sand[J].Geotechnical and Geological Engineering,2010,28:337-347.
|
[17] | VANITHA L,PATRA N R,CHANDRA S.UpliftCapacity of Pile Group Anchors [J].Geotechnical andGeological Engineering,2007,25 (3): 339-347.
|
[18] | NASR A M A.Uplift Behavior of Vertical Piles Embeddedin Oil- contaminated Sand [J].Journal of Geotechnicaland Geoenvironmental Engineering,2012,139 ( 1 ):162-174.
|
[19] | 吴兴序,于志强,庄卫林.岩层中抗拔桩的承载力计算方法探讨 [J].西南交通大学学报,2002,37 (2):190-194.WU Xing- xu,YU Zhi- qiang,ZHUANG Wei- lin.Discussion on Methods for Calculating Bearing Capacity ofTension Piles Set into Rock [J].Journal of SouthwestJiaotong University,2002,37 (2): 190-194.
|
[20] | ISMAEL N F,AL- SANAD H A.Uplift Capacity of BoredPiles in Calcareous Soils [J].Journal of GeotechnicalEngineering,1986,112 (10): 928-940.
|
[21] | SCOTT N,KENNETH B,DAVIE.Evaluating UpliftCapacity of Driven Steel H- Piles [C] ∥ 2009International Foundation Congress and Equipment Expo.Contemporary Topics in Deep Foundations.Orlando,Florida: American Society of Civil Engineers,2009:615-620.
|
[22] | CHAE D,CHO W,NA H Y.Uplift Capacity of BelledPile in Weathered Sandstones[J].International Journal ofOffshore and Polar Engineering,2012,22 ( 4 ):297-305.
|
[23] | DESHMUKH V B,DEWAIKAR D M,CHOUDHURY D.Computations of Uplift Capacity of Pile Anchors inCohesionless Soil[J].Acta Geotechnica,2010,5 (2):87-94.
|
[24] | KHATRI V N,KUMAR J.Uplift Capacity of AxiallyLoaded Piles in Clays [J].International Journal ofGeomechanics,2011,11 (1): 23-28.
|
[25] | HUANG M S,WANG W D.Bearing Capacity andDeformation Characteristics of Uplift Piles in Soft Ground[C] ∥GeoShanghai 2010 International Conference.DeepFoundations and Geotechnical In- situ Testing.Shanghai:American Society of Civil Engineers,2010,205: 1-25.
|
[26] | YAO W J,CHEN S P,ZHU S Q.Deformation Calculationfor Uplift Piles Based on Generalized Load Transfer Model[J].Advances in Multimedia,Software Engineering andComputing,2011,1: 291-297.
|
[27] | 何思明,张晓曦,王东坡.分层地基中抗拔桩破裂面的确定方法与极限抗拔承载力计算方法研究 [J].岩土力学,2012,33 (5): 1433-1437.HE Si- ming,ZHANG Xiao- xi,WANG Dong- po.Study ofComputation Methods of Ultimate Uplift Capacity andDetermining Position of Failure Surface of Uplift Piles inLayered Soil [J].Rock and Soil Mechanics,2012,33(5): 1433-1437.
|
[28] | 张俊清.海洋浮式结构桩基础的抗拔极限承载力分析[D].大连: 大连理工大学,2008.ZHANG Jun- qing.Analysis of Ultimate Bearing Capacityof Uplift Pile Foundation for Marine Floating Structures[D].Dalian: Dalian University of Technology,2008.
|
[29] | JOHNSON S M,KAVANAGH C T.The Design ofFoundations for Buildings
|
[30] | [R].New York: McGraw- HillBook Company,1968.
|
[31] | DAS B M.Principles of Foundation Engineering[M].7thed.Stamford,USA: Cengage Learning,2010.
|
[32] | SHANKER K,BASUDHAR P K,PATRA N R.UpliftCapacity of Single Piles: Predictions and Performance[J].Geotechnical and Geological Engineering,2007,25(2): 151-161.
|
[33] | VESIC A S.Tests on Instrumented Piles,Ogeechee RiverSite[J].Journal of the Soil Mechanics and FoundationsDivision,1970,96 (SM2): 561-584.
|