多向荷載下高承臺群樁基礎分析方法及應用研究
發(fā)布時間：2018-11-12 13:03
【摘要】：跨海大橋、海上石油平臺、跨海輸電塔、測風塔等近海大型結(jié)構(gòu)服役環(huán)境復雜,高承臺群樁基礎受到自身重力、風力、水流甚至船舶撞擊力等多種荷載作用,極易引起基礎傾斜倒塌。由多向荷載作用下引起的群樁基礎破壞失效屢有報道。目前國內(nèi)外對于多向荷載下群樁基礎計算分析方法研究較少,亟需開展相應研究工作。 本文針對高承臺群樁基礎多向共同受荷問題,建立了由剛性承臺—彈性梁—土非線性彈簧組成的群樁計算模型。采用水平p-y曲線法、豎向荷載傳遞法、扭轉(zhuǎn)τ-y曲線法,計算基樁在各自由度上的非線性剛度。模型考慮了群樁效應和基樁推扭耦合效應；水平受荷群樁效應通過設置p乘子實現(xiàn)；基樁推扭耦合效應則通過引入修正單樁分析模型實現(xiàn)。采用牛頓迭代法對計算模型進行求解。 對受推力和扭矩共同作用的大尺寸物理模型試驗3×3群樁基礎進行了分析,分析結(jié)果與試驗結(jié)果基本吻合,表明該計算方法可靠性良好。通過采用多組p乘子對比分析發(fā)現(xiàn),小偏心水平荷載下水平群樁效應更接近于群樁水平單獨受荷,大偏心水平荷載下水平群樁效應更接近于群樁扭轉(zhuǎn)單獨受荷。通過參數(shù)分析發(fā)現(xiàn),在水平和扭轉(zhuǎn)荷載共同作用下,群樁中各基樁樁頭剪力分配不均勻性十分顯著；獲得了不同樁間距和不同承臺高度時群樁中基樁軸力變化規(guī)律,為復雜荷載下群樁設計提供依據(jù)。 本文結(jié)合工程資料和試樁結(jié)果,采用多向荷載下高承臺群樁計算方法,實現(xiàn)了對有斜樁的輸電線路海中鐵塔基礎的計算分析,獲得了其在多向荷載作用下內(nèi)力分配規(guī)律和變形情況,指導了該工程的設計。
[Abstract]:Cross-sea bridges, offshore oil platforms, transoceanic transmission towers, wind towers, and other offshore large-scale structures are in complex service environments, and pile groups with high caps are subjected to various loads such as their own gravity, wind, water flow and even ship impact force. It is easy to cause the foundation to collapse. The failure of pile group foundation caused by multi-directional load has been reported frequently. At present, there are few researches on the calculation and analysis of pile group foundation under multi-direction load, so it is necessary to carry out corresponding research work. In this paper, a calculation model of pile group composed of rigid cap, elastic beam and soil nonlinear spring is established to solve the problem of multi-direction common loading of pile group foundation with high cap. The horizontal p-y curve method, vertical load transfer method and torsion 蟿 -y curve method are used to calculate the nonlinear stiffness of foundation pile on various degrees of freedom. The coupling effect of pile group and pile pushing and torsion is considered in the model. The horizontal pile group effect is realized by setting p multiplier and the coupling effect of pile pushing and torsion is realized by introducing the modified single pile analysis model. Newton iteration method is used to solve the calculation model. The large scale physical model test 3 脳 3 pile group foundation subjected to the combined force and torque is analyzed. The results are in good agreement with the experimental results, which show that the calculation method is reliable. Through the comparative analysis of multiple p multipliers, it is found that the effect of horizontal pile group under small eccentricity horizontal load is closer to that of pile group under horizontal load alone, and the effect of horizontal pile group under large eccentricity horizontal load is closer to that of pile group under torsional load. Through parameter analysis, it is found that under the combined action of horizontal and torsional loads, the uneven distribution of shear force at the pile head of pile group is very significant. The variation law of axial force of pile group in different pile spacing and pile cap height is obtained, which provides the basis for pile group design under complex load. Combined with engineering data and pile test results, the calculation method of pile group with high cap under multi-direction load is adopted in this paper, and the calculation and analysis of the sea tower foundation of transmission line with inclined piles are realized. The law of internal force distribution and deformation under multi-direction load are obtained, and the design of the project is guided.
【學位授予單位】：浙江大學
【學位級別】：碩士
【學位授予年份】：2013
【分類號】：TU473.1
本文編號：2327187
[Abstract]:Cross-sea bridges, offshore oil platforms, transoceanic transmission towers, wind towers, and other offshore large-scale structures are in complex service environments, and pile groups with high caps are subjected to various loads such as their own gravity, wind, water flow and even ship impact force. It is easy to cause the foundation to collapse. The failure of pile group foundation caused by multi-directional load has been reported frequently. At present, there are few researches on the calculation and analysis of pile group foundation under multi-direction load, so it is necessary to carry out corresponding research work. In this paper, a calculation model of pile group composed of rigid cap, elastic beam and soil nonlinear spring is established to solve the problem of multi-direction common loading of pile group foundation with high cap. The horizontal p-y curve method, vertical load transfer method and torsion 蟿 -y curve method are used to calculate the nonlinear stiffness of foundation pile on various degrees of freedom. The coupling effect of pile group and pile pushing and torsion is considered in the model. The horizontal pile group effect is realized by setting p multiplier and the coupling effect of pile pushing and torsion is realized by introducing the modified single pile analysis model. Newton iteration method is used to solve the calculation model. The large scale physical model test 3 脳 3 pile group foundation subjected to the combined force and torque is analyzed. The results are in good agreement with the experimental results, which show that the calculation method is reliable. Through the comparative analysis of multiple p multipliers, it is found that the effect of horizontal pile group under small eccentricity horizontal load is closer to that of pile group under horizontal load alone, and the effect of horizontal pile group under large eccentricity horizontal load is closer to that of pile group under torsional load. Through parameter analysis, it is found that under the combined action of horizontal and torsional loads, the uneven distribution of shear force at the pile head of pile group is very significant. The variation law of axial force of pile group in different pile spacing and pile cap height is obtained, which provides the basis for pile group design under complex load. Combined with engineering data and pile test results, the calculation method of pile group with high cap under multi-direction load is adopted in this paper, and the calculation and analysis of the sea tower foundation of transmission line with inclined piles are realized. The law of internal force distribution and deformation under multi-direction load are obtained, and the design of the project is guided.
【學位授予單位】：浙江大學
【學位級別】：碩士
【學位授予年份】：2013
【分類號】：TU473.1
【參考文獻】
相關期刊論文 前10條
1 范文田;;軸向與橫向力同時作用下柔性樁的分析[J];西南交通大學學報;1986年01期
2 陳仁朋;王書行;孔令剛;陳云敏;顧明;袁廉華;;不同水平偏心距下群樁內(nèi)力變化規(guī)律試驗研究[J];巖石力學與工程學報;2011年03期
3 付佰勇;黃茂松;梁發(fā)云;高衡;;層狀彈性半空間中群樁豎向沉降簡化分析[J];巖土工程學報;2010年02期
4 賀煒;陳仁朋;孔令剛;陳云敏;;群樁受扭工作性狀及非線性計算理論研究[J];巖土工程學報;2010年05期
5 鄒健;張忠苗;劉俊偉;賀靜漪;;一種考慮樁側(cè)土應變軟化的荷載傳遞函數(shù)[J];巖土工程學報;2010年07期
6 陳龍珠，梁國錢，朱金穎，葛緯;樁軸向荷載－沉降曲線的一種解析算法[J];巖土工程學報;1994年06期
7 金波,李志飆,顧堯章;層狀地基中的單樁沉降分析[J];巖土工程學報;1997年05期
8 余闖,劉松玉;考慮樁側(cè)土軟化的單樁性狀計算分析[J];巖土力學;2005年S1期
9 艾智勇;成志勇;;層狀地基中軸向受荷單樁的邊界元法分析[J];巖土力學;2009年05期
10 陳仁朋;顧明;孔令剛;張浙杭;陳云敏;;水平循環(huán)荷載下高樁基礎受力性狀模型試驗研究[J];巖土工程學報;2012年11期
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