| 1. | Maximum allowable side friction factor
最大容许侧向摩擦系数 |
| 2. | Analysis and improvement measures on side friction in plane model experiment
平面模型中侧面摩擦分析与改进措施 |
| 3. | Coefficient of side friction
侧?擦系数 |
| 4. | Side friction factor
侧向摩擦系数 |
| 5. | In addition , the value of side friction by test in - site is large than that by surveying or suggesting of codes . that is to say , these designs are conservative
另外,由试验得出的该地区典型土层的极限侧阻力值较规范推荐值和地质报告值大出很多,说明设计较保守。 |
| 6. | It is suggested that the design of vertical bearing capacity should be in terms of permissible settlement of piles , or according to the real side friction distribution of piles
在保证桩身强度和稳定的条件下,宜以桩顶容许沉降为控制条件进行设计,或者按照桩侧阻力的分布特点进行设计。 |
| 7. | According to the static - load tests data , the differences of side frictions about the tension piles and the pression piles are contrastively analysed . the ratio between tension piles " side friction and pression piles " side friction is closed to 0 . 8
利用桩的静载实测资料，对浙江软土地区抗拔桩和承压桩侧摩阻力的差异做了对比分析，并得出它们的比值为0 . 8左右。 |
| 8. | Considering the engineering of trail pile in hubei jingzhou yangtze river highway bridge , the construction process of deep cast - in - place pile under pebble geological structure , the limit load - bearing capacity of single pile , side friction stress and head drag are researched in this thesis deeply
论文结合湖北省荆州长江公路大桥的试验桩工程，深入研究了江汉平原地区卵石地基深钻孔灌注桩的施工工艺、单桩极限承载能力、桩侧摩阻力和端阻力。 |
| 9. | According to the engineering practise data , one method to calculating utmost single - pile bearing capacity is provided after simulating the uniform - section pile " side friction curve by power - function math models . analyse indicates that the method possesses good counting precision
并结合实测资料，在对等截面桩侧摩阻力曲线进行幂函数数学模型拟合的基础上提出了抗拔桩承载力计算的计算式，分析结果表明：本文提出的计算式具有很好的计算精度。 |
| 10. | What ’ s more , it is effective way to study the negative friction , the side friction of pile - soil , because its o - cell can be placed any part of the pile . but self - balanced testing method is incapable of acquiring the conventional load - settlement curve , q - s curve , several transformation method have been developed
但是,自平衡试桩法不能直接得出传统的荷载? ?沉降关系,由此方法得到的两条q ~ s曲线,必须将其转换为传统加载的q ~ s曲线后才能分析试桩的沉降量。 |
