method of piling造句
例句与造句
- Question about reliability of self - balanced method of pile bearing capacity
桩承载力自平衡法的可靠性之质疑 - Design technique and construction method of pile rock blasting of high - rise building foundation
高层建筑基桩岩石爆破设计与施工技术 - Constructive method of pile foundation under karst double layer geology and common situations handling
岩溶夹层地质桩基施工方法及常见情况处理 - Now the most available method of pile integrity testing is low strain pile integrity test ( lspit )
目前为检测其桩身完整性应用最多的方法是低应变反射波法。 - Abstract : the paper mainly describes the method of piling in pilot tunnelused in construction of the principal part of dongdan subway station in beijing
文摘:主要介绍北京地铁东单车站采用洞桩支承法进行车站主体工程施工的方法。 - It's difficult to find method of piling in a sentence. 用method of piling造句挺难的
- In this paper , the simplified analysis method of pile - raft foundations considering interactions of soil - pile - raft and the basic principles of the finite element method are explained
本文首先阐述了考虑土?桩?筏相互作用的桩筏基础简化分析方法和有限单元法的基本原理。 - Then , the paper introduced the method of piling up inference rules , with computer simulation experiments combined with direct trial run
本文介绍了采用仿真实验和直接试车试验相结合，积累经验控制规则的方法，并且给出了模糊控制器和整个模糊控制系统的计算机仿真与辅助设计方法。 - With the development of construction techniques and design methods of pile foundations , it ' s also important to put more emphasis on the study of design theories , construction techniques and treatment methods for pile foundations in karst region
随着桩基施工技术与设计方法研究的不断深入，岩溶地区桥梁桩基的设计理论、施工技术及处治方法的研究也日益重要。 - Referring to the current study of cast - in - situ piles with expanded branches and plates and methods of pile foundation analysis , the paper makes a thorough research on the bearing and deformation behavior of vertically loaded piles with expanded branches and plates
本文基于已有的挤扩支盘桩研究成果及桩基荷载传递理论，通过现场载荷试验、荷载传递法和有限单元法，对竖向荷载作用下挤扩支盘桩单桩和群桩的承载变形特性分别进行了研究。 - That causes new problems of construction on making use of or abandon old basis structure . based on the characteristics of the bridge foundation , this paper in detail introduces the design of construction procedures , construction methods and technological process for large temporary structures in foundation construction and driven or pull out steel casing pipe etc , which are seldom meet in common bridge construction . about digging and con struction of foundation piles , dynamic detection method of pile foundation etc . are also introduced and analysized
由于设计的变更，前期已施工的基础结构与修改后的结构有较大差异，给施工带来旧基础利用和废弃处理等新问题，本文针对该桥的基础特点，详细介绍了基础施工中大型临时结构、打拔钢护筒等一般桥梁施工中很少遇到的施工工序的设计、施工和工艺问题，对于基桩的开挖和施工、桩基的动态方法检测等问题也作了详细介绍和分析。 - In this paper , the design method of pile raft foundation in soft soil is studied , especially the method for analysis of pile raft foundation by using geddes " stress formula , some problems which exist in application are discussed and resolved . the paper also compares this method with traditional national code of pile foundation design ( ncpfd )
本文对桩筏基础的工作性状进行了研究，着重分析了新规范中用geddes解分析桩筏基础内力和沉降的方法，探讨和解决了在实际应用过程中还存在的一些不完善的地方，并将它与传统的几种分析方法进行了比较。 - In the paper , the calculation theories and study methods of pile group foundation are reviewed , and the in - situ data of individual piles are analyzed , the transmission characteristic of load , the bearing behavior and the influencing factor of individual piles are discussed . the model test of pile group foundation is made , and the bearing behavior , the pile - soil interaction , the effect coefficient of vertical bearing capacity of pile group and so on are analyzed too , the comparison between model testing result and existing achievements in research are made
本文回顾了桩基础的计算理论和研究方法；分析了基桩现场试验结果，讨论了基桩的荷载传递规律、承载力的特性及其影响因素；进行了群桩的模型试验研究，对群桩的承载力特性、桩土共同作用、群桩效率等进行了分析和探讨，并将试验结果与现有的研究成果进行了比较分析；对群桩的竖向承载性状进行了三维有限元分析。 - At the same time , the contrast program pri ( pile raft interaction ) , according to the interaction theory without soil consolidation , has been programmed too . the results of cpri agree with that of pri when time is long enough , which indicates that the method of pile - soil - raft interaction considering soil consolidation is correct
当考虑固结时间充分大时， cpri和pri两程序的计算结果吻合，从而验证了考虑土体固结的桩?土?承台共同作用理论的正确性，初步实现了考虑土体固结共同作用的全过程分析。 - The rule of settlement and pore stress is educed too . then it is compared with the case which is found in site . finally , the paper studies the computing method of pile to soil stress ratio of rigid pile composite foundation with cuhion , and these conditions are thought that the top of pile pierce into cushion and the bottom of pile pierce into underlayer . lt is assumed that the cushion is ideal elastic mass and ideal elastic - plastic mass , then the formula is developed and all parameters " effects to stress ratio of pile to soil are discussed
最后，推导出了带垫层的刚性桩复合地基桩土应力比的计算公式，这个公式将垫层分为弹性体和理想弹塑性体两种情况分别进行推导，考虑刚性桩刺入垫层和下卧层的情况，并对公式进行了分析，得出了在刚性桩复合地基中桩土应力比随着垫层模量和桩模量的增大而增大，但都有一极限值，随桩间土模量的增大而减小，也有一极限值。