岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
8期
2171-2178
,共8页
优化%变形协调%桩-锚结构%锚索预应力%锚索拉力
優化%變形協調%樁-錨結構%錨索預應力%錨索拉力
우화%변형협조%장-묘결구%묘색예응력%묘색랍력
optimization%deformation consistence%structure of pile-anchor cable%prestressed force of anchor cable%tensile force of anchor cable
锚索抗滑桩的设计计算包括锚索拉力计算和桩体内力计算,而锚索拉力又直接影响桩体内力,因此,锚索拉力计算对桩-锚结构设计十分关键。在常规和修改变形协调条件的基础上,考虑锚索预应力作用在滑动面处桩身产生的位移和转角对第i 排锚索作用点处桩身位移的贡献,除去其他排锚索预应力 Rj0对桩身作用产生的位移,同时考虑锚索拉力增量的水平分量作用对桩体变形的影响,对滑动面处桩身位移、转角以及其他排锚索拉力对某一排锚索作用点处桩身位移的贡献进行优化,建立优化的桩-锚变形协调方程。结合结构力学中的虚功原理和图乘法理论,编写Visual C++计算程序,通过滑坡工程实例对锚索预应力和总拉力进行计算。3种变形协调条件的计算结果表明:优化的变形协调条件不仅能使抗滑桩在预应力施加阶段处于有利的受力和变形状态,而且适用于锚索与水平面成不同角度的情况,弥补了常规和修改变形协调条件的不足。
錨索抗滑樁的設計計算包括錨索拉力計算和樁體內力計算,而錨索拉力又直接影響樁體內力,因此,錨索拉力計算對樁-錨結構設計十分關鍵。在常規和脩改變形協調條件的基礎上,攷慮錨索預應力作用在滑動麵處樁身產生的位移和轉角對第i 排錨索作用點處樁身位移的貢獻,除去其他排錨索預應力 Rj0對樁身作用產生的位移,同時攷慮錨索拉力增量的水平分量作用對樁體變形的影響,對滑動麵處樁身位移、轉角以及其他排錨索拉力對某一排錨索作用點處樁身位移的貢獻進行優化,建立優化的樁-錨變形協調方程。結閤結構力學中的虛功原理和圖乘法理論,編寫Visual C++計算程序,通過滑坡工程實例對錨索預應力和總拉力進行計算。3種變形協調條件的計算結果錶明:優化的變形協調條件不僅能使抗滑樁在預應力施加階段處于有利的受力和變形狀態,而且適用于錨索與水平麵成不同角度的情況,瀰補瞭常規和脩改變形協調條件的不足。
묘색항활장적설계계산포괄묘색랍력계산화장체내력계산,이묘색랍력우직접영향장체내력,인차,묘색랍력계산대장-묘결구설계십분관건。재상규화수개변형협조조건적기출상,고필묘색예응력작용재활동면처장신산생적위이화전각대제i 배묘색작용점처장신위이적공헌,제거기타배묘색예응력 Rj0대장신작용산생적위이,동시고필묘색랍력증량적수평분량작용대장체변형적영향,대활동면처장신위이、전각이급기타배묘색랍력대모일배묘색작용점처장신위이적공헌진행우화,건립우화적장-묘변형협조방정。결합결구역학중적허공원리화도승법이론,편사Visual C++계산정서,통과활파공정실례대묘색예응력화총랍력진행계산。3충변형협조조건적계산결과표명:우화적변형협조조건불부능사항활장재예응력시가계단처우유리적수력화변형상태,이차괄용우묘색여수평면성불동각도적정황,미보료상규화수개변형협조조건적불족。
Designing and calculating of anti-slide pile with anchor cable include calculation of anchor cable tensile force and pile internal force. Anchor cable tensile force directly affects pile internal force. Therefore, anchor cable tensile force computing is crucial in the design of pile-anchor cable structure. On the base of conventional and modified deformation consistence conditions, optimized deformation consistence equation of pile-anchor cable structure is established, in which the effect of the displacement and rotation of pile at sliding surface due to prestressed force of anchor cable on the pile displacement contribution at the i row anchor cable point is considered, and the pile displacement due to the effect of other rows anchor cable prestress Rj0 is removed. Meanwhile, the influence of the incremental horizontal component of anchor cable tensile force on the deformation of anti-slide pile is considered. The deformation and rotation of pile on sliding surface and the deformation made by anchor cables of other rows to point of a row anchor is optimized. Combined with principle of structural mechanics which are virtual work and diagram multiplication method, a calculation programs by Visual C++was complied to calculate the prestressed force and anchor cable total tensile force through a case study. The results of the three kinds of deformation consistence conditions show that the optimized deformation consistence condition not only makes the anti-slide pile in a good state of stress and deformation in the prestressed stage, but also be suitable for the anchor cable and horizontal plane into different angles. Therefore, the optimized deformation consistence condition makes up the deficiencies of the conventional and modified deformation consistence conditions.