1) Mindlin displacement solution
Mindlin位移解
1.
Based on Mindlin displacement solution,the formulas for settlement of 18 and 64 extra long and large diameter pile groups are deduced according to the hypotheses that resistance to pile end is concentrated force and skin friction of pile is linear increasing distributed force.
针对18根和64根超长大直径群桩基础,采用Mindlin位移解,假定桩端阻力为集中力和桩侧摩擦阻力呈向下线性增加分布形式后,推导出沉降计算公式。
2.
Based on the concept of effective length of flexible pile,the displacements for top of pile and surface of soil between piles were formulated by elastic theory and Mindlin displacement solution.
从柔性桩有效桩长的沉降出发,通过弹性理论和Mindlin位移解分别推导出桩顶和桩间土顶的沉降量计算公式。
3.
According to the principle of layer-wise summation method,the elastic theory method based on the Mindlin displacement solution is extended,an approximate method for calculating the settlement of single pile in lay- ered soils is established.
根据分层总和法的原理,对以Mindlin位移解为基础的弹性理论法进行了推广,建立了一种近似求解分层土体下的单桩荷载分布和沉降计算方法。
3) Mindlin's solution
Mindlin解
4) Mindlin solution
Mindlin解
1.
Calculation of composite foundation settlement by using Mindlin solution;
柔性桩复合地基沉降的Mindlin解法
2.
By using Mindlin solution and boundary element method,the calculation formulas of superimposed stress of surrounding soil induced by bulkhead pressure and friction force during the propulsion of shield tunneling are deduced.
结合弹性力学Mindlin解,运用边界单元法,推导了施工过程中盾构正面推力和盾壳与土体之间的摩擦力引起的周围土体附加应力计算公式。
3.
Considering the condition of rigidity or flexibility foundation plate,a comparison between Mindlin solution and Boussinesq solution results is made with the load condition of centralized load or.
基于集中力作用下的Mindlin解位移公式,推导得到均布荷载作用下的地基柔度系数,对地基上的四周自由板与地基共同作用进行简化计算,得出了考虑埋深时地基基础共同作用的解析公式。
5) Mindlin's formula
Mindlin解
6) Mindlin stress solution
Mindlin应力解
1.
Based on Mindlin stress solution,the stress state of deep buried rectangular anchor plate under horizontal load is studied.
根据Mindlin应力解,研究了长方形深埋锚板(当然也可以是圆形或其他形状的锚板)承受水平抗拔荷载下的应力状态,提出采用修正分层总和法计算深埋锚板变形特性的新方法。
2.
Secondly,the 3D stress of arbitrary point of rock is calculated based on Mindlin stress solution and stress superposition principle.
首先,将预应力锚索锚固段离散化,并将预应力锚索体系分解成承受侧阻力荷载作用的岩土体部分及锚固段部分并分别加以研究;然后,基于Mindlin应力解及应力叠加原理计算岩土体内任意点处的应力分布,根据修正分层总和法计算预应力荷载下锚固段稳定岩土体内任意点处的变形值,根据锚索锚固段荷载传递特性来计算其变形量;最后,根据两者荷载、变形协调关系建立联立方程组,采用迭代法求解,可以获得各锚索锚固段的侧阻力分布及荷载、变形特性。
3.
Based on Mindlin stress solution, the calculating method of additional stress in foundation soil for any distribution form of the skin friction of pile is deduced in this paper, and the settlement problem of single pile is analyzed.
以 Mindlin应力解为基础 ,推导了任意桩侧摩阻力分布形态时地基土中附加应力的计算方法 ,并针对单桩的沉降问题进行了分析 ,为单桩的沉降量计算提供了一个较为合理的方法。
补充资料：移解
1.把犯人从原关押的地方押送到另一个地方。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条