| 1. | Does not appear , as cloudscape has ended support for this tool
不会出现，因为cloudscape已经终止了对该工具的支持。 |
| 2. | The improvement of end support technology for haulage gate during second - laminated mining
二分层开采运输顺槽端头支护工艺的改进 |
| 3. | Design and improvement of face end support technology in fully mechanized coal caving mining face
综放工作面端头支护工艺的设计与改进 |
| 4. | Long distance and isochronous swerve technology of transporter , feed conveyor and face - end support in carrying roadway of full mechanized caving face
综放面运输巷胶带输送机转载机端头支架长距离同步转弯技术 |
| 5. | Bm - ls type load cell has peculiar structure of both ends supporting . centre forced . this structure enable the load cell to be high accuracy , high reliability in measuring
Ls型桥式称重传感器以其独特的两端支承、中间受力的桥式结构形式，使大吨位传感器进入了高精度、高可靠性的计量领域。 |
| 6. | The two different boundary conditions considered are simply supported and fixed end support , and the different damage forms ( crack characteristics ) are investigated by numerical experiments
对不同的边界条件（如简支梁和固端梁）下不同的损伤形式（如竖直裂缝和斜裂缝）引起结构损伤的情况进行试验。 |
| 7. | As the load increases , when the pile is no longer the pure friction pile , the method is also applicable for the cases that the pile has end support or the friction acting on the pile reaches limit
随着荷载的增大，当桩体不再是纯摩擦桩时，计算方法同样适用于有桩端力或桩侧摩阻力达到极限值的情况。 |
| 8. | On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity . the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively . the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries
在此基础上论文详细归纳了以相对沉降为依据确定单位面积端承力q _ b的计算方法，并考虑扩底桩的“拱效应”特点引入了有效桩长的概念，最后结合公路规范推出了比较实用的人工挖孔扩底桩轴向承载力计算公式。论文运用了marc程序对地基土的应力和位移进行了有限元数值计算分析，得到了地基土的应力和位移场的变化曲线和在加载过程中桩侧土摩阻力和桩端反力各自所承担的比例；本文还在总结各国挖孔扩底桩应用情况的基础上就扩底桩的构造进行了详细的归纳。 |
