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樁伴侶(變剛度調平樁)與豎向增強體有關負摩阻力、安全度、沉降特性等問題及探討-資料下載頁

2025-01-18 06:53本頁面
  

【正文】 )[12] 梅國雄,胡鋮波,梅嶺. 利用樁底沉渣的樁基室內模型試驗研究[J]. 巖石力學與工程學報. 2011,30 (S1): 32523259. (MEI Guoxiong, HU Chengbo, MEI Ling. INDOOR MODEL TEST OF PILE FOUNDATION USING SEDIMENT AT PILE BOTTOM)[J]. Chinese Journal of Rock Mechanics and Engineering. 2010, 2011,30(S1):32523259. (in Chinese))[14]宰金珉,蔣剛,王旭東,李雄威,何立明. 極限荷載下樁筏基礎共同作用性狀的室內模型試驗研究[J].,29(11):15971603.(ZAI Jinmin,JIANG Gang,WANG Xudong, LI Xiongwei, HE Liming. Model test on pileraft foundation interaction under ultimate load[J] Chinese Journal of Geotechnical ,29(11):15971603.(in Chinese))[15]何頤華,金寶森,韓義夫,王秀珍,.[J] ,12(4):5161.(He Yihua,Jin Baosen,Han Yifu,Wang Xiuzhen,Lei Guangmu. Experimental Research on the Load Distribution of Friction Pile Group under Box Foundation of Highrise Buildings.[J] Journal of Building Structures. 1991,12(4):5161.(in Chinese))[16]劉冬林,鄭剛,劉金礪,[J],27(4):121128.( LIU Donglin,ZHENG Gang,LIU Jinli,LI Jinxiu. Experimental study on parison of behavior between rigid pile posite foundation and posite pile foundation[J] Journal of Building Structures. 2006,27(4):121128.(in Chinese))[17]劉金礪,袁振隆. 粉土中鉆孔群樁承臺樁土的相互作用特性和承載力計算[J] 巖土工程學報. 1987,(6):115.( Liu Jinli,Yuan Zhenlong. Cappilesoil Interaction of Bored Pile Groups in Silt and Calculation on Bearing Capacity[J] Chinese Jounal of Geotechnical Engineering.(in Chinese))[18][J],28(11).(YANG Guanghua. Nonlinear settlement putation of the soil foundation with the undisturbed soil tangent modulus method. Chinese Journal of Geotechnic al Engineering. 2006,28(11).(in Chinese))[19]葛忻聲,白曉紅,[J],25 (S1):99101.(GE Xinsheng,BAI Xiaohong,GONG Xiaonan. A SINGLEPILEBEARINGCAPACITY ANALYSIS OF COMPOUND PILE FOUNDATION WITH HIGHRISING BUILDING[J]ENGINEERING MECHANICS.(in Chinese))[20]賀武斌,賈軍剛,白曉紅,謝康和. 承臺—群樁—土共同作用的試驗研究[J] ,24(6). (HE Wubin,JIA Jungang, BAI Xiaohong, XIE Kanghe. The experimental study of cappile groups soil interaction[J]. Chinese Journal of Geotechnical Engineering. 2002,24(6). (in Chinese))[21]黃紹銘,王迪民,裴捷,賈宗元,魏汝楠,(下)[J] (8): 4144. (Huang Shaoming,Wang Diming,Pei Jie,Jia Zhongyuan,Wei Runan,Yao Jianming. DESIGN METHOD OF CONTROLLEDSETTLEMENT COMPOSITE PILED FOUNDATION(I). Industrial (8): 4144. (in Chinese))[22]何頤華,[J] 巖土工程學報. 1990,12(3):5465. (He Yihua,Jin Baosen. The Interaction between Pile and Soil of BoxFoundation with Friction PileGroup for Highrise Buildings. Chinese Jounal of Geotechnical Engineering. 1990,12(3):5465.(in Chinese))[23]李韜,高大釗,顧國榮. 沉降控制復合樁基“時間效應”的簡化力學模型分析[C] .[24]鄭俊杰,[J]. ,24(2):242245.( ZHENG Junjie,PENG Xiaorong. Study on design theory of pilesoil cooperative work[J] Rock and Soil Mechanics. 2003,24(2):242245.(in Chinese))[25] 劉金礪,高文生, [M].,2010.][26] 劉金礪,[C]. 21世紀高層建筑基礎工程/歷佩棟,高大釗,: 中國建材工業(yè)出版社,2000. [27][J],27(4):679686.(Yang Guanghua. NEW COMPUTATION METHOD FOR SOIL FOUNDATION SETTLEMENTS[J] Chinese Journal of Rock Mechanics and Engineering. 2008,27(4):679686. (in Chinese))[28] 姚仰平,[J].巖土力學. 2011,32(S2):36–41. (YAO Yangping,ZHU Enyang. Mathematical mystery for lean and stand of leaning Tower of Pisa)[J]. Rock and Soil Mechanics. 2011,32(S2):36–41. (in Chinese)) 表1 變剛度調平樁整體安全系數(shù)K與ψ、ζ、ξ的關系Table1 The relationship between ψ、ζ、ξ and general security coefficient of variable rigidity pile ψξvζv  固定ζv=,變化ξv 1   固定ζv=,變化ξv 1   固定ζv=1,變化ξv1 1 1 1 1 1 11   不斷減小ζv,試算ξv所能達到的最大值 作者:薛江煒,男,1971年6月出生,太原理工大學博士研究生,高級工程師,太原市萬柏林區(qū)望景路9號濱河花苑257號,郵編:030000手機/Email:15333008199@,身份證號:140103197106295714
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