| 1. | Rock anchor piles design of huge structure foundation and analysis by finite element analysis
高耸结构岩石锚杆基础设计及有限元分析 |
| 2. | Thickness of supporting layer and depth of pile in the rock are two important aspects considered in pile design in karst area
岩溶地区基桩的持力层顶板厚度和嵌岩深度问题，是桩基设计时考虑的重要方面。 |
| 3. | At present as traditional anti - slide pile design was conservative and wasted money , particle swarm optimization ( pso ) method was presented in this paper to optimize anti - slide pile
摘要由于目前抗滑桩设计比较保守，存在一定的浪费，故采用粒子群优化算法。 |
| 4. | Some references will be offered for optimal design of bridge pile on the test results , and some new thoughts are obtained in making up for the shortage in the theory of rock - socked pile design
试验结论不仅为桥墩的合理设计提供参考，也为弥补嵌岩桩现有设计理论的不足提供某种新的思路。 |
| 5. | ( 4 ) by using finite element method , the settlement and stress distributions both cast - in - situ piles with expanded branches or plates and common concrete bored pile have been comparied . the main differences are pointed out , which may be useful for pile design
( 4 )用有限元法对挤护支盘桩和直桩的沉降、应力分布进行分析，指出它们应力分布的异同点，这有助于桩的设计。 |
| 6. | As to antislide pile design , confirm anchor anchorage depth is very important , it is not only the key element to decide which one should adopt in rigidity or elasticity pile but also the necessary factor to solve the pile body shear -
对抗滑桩设计而言，确定锚固深度至关重要，它不仅是决定采用刚性桩或弹性桩的先决要素，而且也是求解桩身各处剪力、弯矩以及应力的必不可少的条件。 |
| 7. | Abstract : in this paper application of sinkingbored concrete pile in the engineering project of zhanjiang railway station is introduced . cooperating with previous engineering experience in our bureau , we have also presented some attention in the use of sinking pile design for future reference
文摘:介绍了沉管灌注桩在湛江火车站工程中的应用，结合我局过去工程中采用沉管灌注桩的经验，提出了采用沉管灌注桩设计时的注意事项，可供今后在设计沉桩时参考。 |
| 8. | The system is based on cantilever bottling pile design method . through analysing the cantilever bottling pile design principle and optimum design method , according to guiding theory of soft project , adopting with human - computer interactive design and two - dimentional parameter drawing , the sysytem is made a software that had a friendly ui . it enable user to break away from the design manual , finish all cantilever bottling pile designing and construction drawing on the computer
本系统是以悬臂式灌注桩的设计方法为基础，通过分析总结悬臂式灌注桩设计原理与优化设计方法，根据软件工程的指导思想，采用功能完善的人机交互设计和二维参数化绘图开发出的人机界面友好的软件，使用户能脱离设计手册，在计算机上完成全部的悬臂式灌注桩设计和施工图绘制工作。 |
| 9. | Flexural torque and the stress . this text research on the design of antislide pile chiefly and discuss the principle and the method as well as the process of caculation of antislide pile routine design . it also put the reliability theory into the antislide pile design , deduced specific calculated formulation , set up the fail - safe analysis model and represent the application process of reliab ility theory when put it into the antislide pile design . at last , it analysed the utility of reliability theory . given out the parameter sensing analysis and described the retaining wall reliability analysis principle as well as the method
本文对边坡治理工程中抗滑桩设计进行了重点研究，论述了抗滑桩常规设计的原理、方法及计算过程，将可靠性理论引入抗滑桩设计中，推导出具体的计算公式，建立了可靠性分析模型，阐述了可靠性理论在抗滑桩设计中的应用过程，实例研究了可靠性理论在抗滑桩设计中的实用性，给出了参数敏感分析。 |
| 10. | Abstract : in this paper ， the problems in collecting data of earth pressure are discussed on the basis of some real projects according to the author ， the present way ， in which earth pressure data are calculated completely from classics theory ， is not practical a nonlinear method of row pile design ， in which the cooperative action of ring beam are taken into account and the lateral pressure is calculated on the basis of the pressure of displacement earth are proposed
文摘:本文从实例着手,分析了在土压力取值上存在的问题,目前工程中完全按经典理论进行套算是不确切的;提出了排桩设计中应定量考虑圈梁的协同作用,侧压力按位移土压力进行计算的非线形方法。 |
