端阻力,end resistance英语短句,例句大全

端阻力,end resistance
1)end resistance端阻力
1.A new way is proposed to obtain the recommended tabular statistic features of the standard prefabricated piles in Shanghai, and the process to obtain the statistic features of the lateral tensile friction resistance and the end resistance is introduced, as well as the way to calculate the reliability of the prefabricated piles based thereon.介绍了预制桩侧摩阻力统计特性和端阻力统计特性获取的过程,以及在此基础上进行预制桩可靠度计算的方法。
2.The compressive end resistance and tensile resistances of the plate are compared with each other.而各种扩底桩和支盘(岔)桩的抗拔端阻力研究较少,也缺少必要的试验资料。

英文短句/例句

1.The discussion on shaft resistance and tip resistance of pile assayed through static load test论通过静载荷试验测定桩侧摩阻力及桩端阻力
2.Analysis and calculation of additional stress in foundation soil due to tip resistance of Y-shaped vibro-pileY型桩桩端阻力产生附加应力的分析计算
3.Discussion on the sampling value of resistance normal value at fine sand boundary edge of Qinhuangdao area秦皇岛地区细砂极限端阻力标准值取值探讨
4.Discussion on Values of Bearing Capacity and Pile Tip Resistance of Foundation in Moderately Weathered Soft Rock中风化软质岩石地基承载力及桩端阻力的取值探讨
5.This will minimize the frontal resistance as well as reduce wave resistance produced by the swimmer.这将最大程度地减少前端阻力又会减少游泳运动员产生的波浪阻力。
6.Rock strength characteristics and research on rock-socketed pile-tip ultimate resistance岩石强度特性与嵌岩桩桩端极限阻力
7.The linkage rides to the end of the slot with enough force to break the choke valve away from the full-choke position.连杆移动至槽的一端，用足够的力推动阻风门全部离开全阻风位置。
8.resistance box with terminals端接[钮] 式电阻箱
9.Experiment Study and Theoretical Analysis on the Influence for the Rigidity of the Soil underneath a Pile to the Pile Shaft Resistance桩端土刚度对桩侧阻力影响的试验研究及理论分析
10.(2) the design of four-terminal element on the edge of diaphragm shows its highest sensitivity and good linearity.(2)方膜边缘的四端力敏电阻设计不仅灵敏度高,而且有较好的线性;
11.Analytical Models of the End Component of Permanent Magnet Linear Synchronous Motor永磁直线同步电动机磁阻力端部分量的解析建模
12.Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tip桩端岩土强度提高对超长桩桩身总侧阻力的强化效应研究
13.Numerical simulation of air quantity and pressure drop performance of perforated supply air terminals多孔板送风末端流量与管路阻力特性的数值模拟
14.three-terminal standard resistor三端（钮）标准电阻器
15.four-terminal standard resistor四端（钮）标准电阻器
16.There are two kinds of drags, parasite drag and induced drag.阻力有两种：寄生阻力和诱导阻力。
17.impedance audiometer阻抗听力计，阻坑测听仪
18.Under the condition of knowing the mass, stiffness, damping and the real vibration response of stem, the propeller pressure impulses of blade frequency are deduced, these belong to structure dynamics problem that is loading identification problem.在已知船舶的质量、刚度、阻尼以及实测尾端振动速度的条件下，反推出螺旋桨叶频激振力。

相关短句/例句

base resistance端阻力
1.According to the results of self-balanced static load tests,not only base resistances were improved after grouting,but also frictional resistances were improved by bettering the characteristics of soils and interfaces between piles and soils.根据自平衡静载测试结果,桩端压浆不仅可提高桩端阻力,还可改善桩周土和桩土接触面的性质,使桩周摩阻力也得到提高。
2.The results show that scattered piled foundation produces strong pile shaft friction and base resistance ultimately,so that raft can sustain load efficiently.选用能描述土体塑性特点的弹塑性本构模型,利用研制的三维有限元程序对疏桩基础的承载性状进行了分析·分析结果表明:疏桩基础既能较充分地发挥桩身侧摩阻力和桩端阻力的作用,使得桩的承载接近于其极限承载力,又能较充分地调动承台底土体参与承载,因而疏桩基础对承载力的发挥明显地优于传统桩基;同时疏桩基础对调匀中、边、角桩的桩端阻力和承台底土反力有明显的作用·分析结果与试验结果具有较好的一致性
3.Througj analyzing 150 cases of field test results and 2 cases of long-term in-situ observations,somegeneral relationships between the base resistance/pile capacity ratio (Q_b/Q)of rock-socketed pilesunder vertical load and their length/diamter ratio(L/d)are found.通过对１５０例现场实测资料和两例原位长期观测资料的分析，得出了嵌岩桩在竖向荷载下桩端阻力分担荷载比（Ｑ＿ｂ／Ｑ）随桩的长径比（Ｌ／ｄ）而变化的一般规律，这些规律与通常认为嵌岩桩均属端承桩的传统观念迥然不同。
3)tip resistance端阻力
1.On the basis of three-dimensional finite element method,the lateral friction resistance,the tip resistance and socket length of rock-socketed pile are analyzed and calculated.用三维有限单元法对嵌岩灌注桩的桩侧阻力、端阻力、嵌岩深度进行了分析计算。
2.By analyzing test data,the vertical bearing capacity,lateral friction and tip resistance of the diaphragm wall foundation were studied.通过对试验数据分析,得出了地下连续墙基础的竖向承载力、侧摩阻力及端阻力的发挥特性。
3.Upon the axial static test and resistance distribution tests of large rock socketed piles under loading,the datum of characteristic of tip resistance and shaft resistance and P~S curve are analyzed.通过对大直径嵌岩桩静载与桩侧阻力、端阻力分布现场测试,分析讨论了嵌岩桩在荷载作用下的P-S关系特性以及端阻力、侧阻力分布规律,进而得到嵌岩桩荷载传递基本规律及承载力特征。
4)end bearing端阻力
1.The paper analyzes the load transfer mechanism of pile-soil system and the influencing factors of boring tech-nology from frictional resistance and end bearing of piles.该文分析了桩土体系的荷载传递机理以及桩的侧阻力、端阻力对成孔工艺影响因素 ,并就目前常用的成孔方法对桩基承载力的影响进行了探讨 ,提出了增加单桩承载力的有效措
2.The paper confirms the necessity of conducting the plate load test in deep test pit to determine the end bearing of large diameter cast - in - place pile, makes discussions on the essentials of the equipments, test procedure and analysis of data collation.该文就确定大直径灌注桩端阻力深井载荷试验的必要性，深井载荷试验的设备、试验与资料分析整理的要点进行了探讨。
5)pile tip resistance桩端阻力
1.According to the results of six in-situ pile load tests of boring cast-in-situ piles after grouting at the piles tips and the tress distributions of three of those piles,theirQ-scurves,tress transferring of piles,pile side frictions and pile tip resistances affected by grouting,were analyzed in details.依据某工程6根支于砾卵石层且经桩端后注浆的冲孔灌注桩单桩竖向抗压静载试验及其中3根试验桩桩身受力测试结果,对其Q-s曲线的特性、桩身轴力传递机理、桩侧阻力和桩端阻力发挥性状进行分析,揭示了注浆后冲孔灌注桩的承载性状及桩侧、桩端阻力的发挥性状,对冲孔灌注桩的设计和深入研究提供参考。
2.Based on the results of statical load test of pile and the plate loading test of deep layer,the paper has analysed the tip resistace of an artificial digging hole pile taking gravel sand layer as bearing bed and discussed potentialities of its ground and then the eigenvalue of pile tip resistance is put forward.根据桩静载荷试验、深层平板载荷试验结果 ,对以砂卵石层为桩端持力层的人工挖孔桩桩端阻力进行了分析 ,并探讨了其地基潜力 ,同时提出了桩端阻力特征值的取
3.By static loading test and field test of loading transmission the influence of slime at pile botton to ultimate bearing capacity, pile tip resistance, side friction of pile are analyzed and effective measures are also proposed.本文通过对超长大直径钻孔灌柱桩静载试验及荷载传递性状的现场测试 ,分析了桩底沉渣对单桩极限承载力及桩端阻力、桩侧摩阻力的影响机理 ,并提出了减少沉渣影响的有效措
6)toe resistance桩端阻力
1.Mobilization of toe resistance of piles with local displacement in sand;砂土中桩端阻力随位移发挥的内在机理研究