space between piles in Chinese

• 堆间距离

• "space" in Chinese :    n. 1.空间；太空。 2.空隙，空地；场地；(火车轮船 ...
• "between" in Chinese :     between three and four ...
• "pile" in Chinese :     pile5 n. 1.杆木，木桩，桥桩。 2 ...
• "space between" in Chinese :    间距
• "the space in between" in Chinese :    爱的可能
• "clear space between bars" in Chinese :    钢筋间净距
• "large space between muscles" in Chinese :    大谷
• "leave a space between lines" in Chinese :    行与行之间留出空白
• "space between columns" in Chinese :    列间距
• "space between joists" in Chinese :    搁栅空当
• "space between the hurdles" in Chinese :    栏间距离
• "space between the nodes of a culm" in Chinese :    植株杆上两节之间的部位
• "space between the parallel bars" in Chinese :    双杠宽度
• "space between the stars" in Chinese :    明星之间的距离
• "space between twin wheels" in Chinese :    前悬; 双胎间距

• This serves as a guide for determining the pile diameter and space between piles
  以此指导桩径和桩间距的确定。
• How the change of space between driven piles and stabilizing piles and how the change of exertion coefficient of the between - pile soil intensity parameters will influence the foundation stability are analyzed . the safe space between piles of different reinforcement schemes is initially confirmed . the test results and stability analysis indicates that : it is safer to construct embankment upon level soft - soil foundation than slope soft - soil foundation ( 1 : 10 )
  ( 2 )用土工专业软件geo - slope对不同情况下的地基进行了稳定性分析，结合斜坡软弱土地基路堤的离心模型试验结果与室内土工试验测得的参数，推求出了地基土的强度指标；分析了软弱土层c 、值的变化对地基稳定性的影响；探讨了打入桩方案和抗滑桩方案桩间距的变化和桩间土强度参数的发挥系数的变化对地基稳定性的影响，初步确定了不同加固方案的安全桩间距。
• Based on the previous theoretical analysis , two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap . the choice of standing layer for pile , the rational compression modulus of soil under pile , the place of pile and the space between piles , and the reasonable thickness of plate are analyzed , some well - regulated conclusions can be achieved . an experiential equation for choosing the optimal thickness of plate is also given
  根据以上分析，结合两个软弱地基上高层建筑桩筏基础的工程实例，利用浙江大学岩土工程研究所编制的pogap桩筏基础共同作用分析软件，就桩端持力层的选择，桩端下卧层压缩模量合理选值，桩位及桩间距的确定，筏板厚度的合理取值等问题展开分析，得出了一些规律性的结论，提出了筏板最佳板厚取值的经验公式。