侧摩阻力,skin friction英语短句,例句大全

侧摩阻力,skin friction
1)skin friction侧摩阻力
1.Research on mechanism of skin friction of cast-in-place piles;灌注桩侧摩阻力发挥模式的研究
2.The load-settlement relationship of skin friction q of every part of squeezed branch and corresponding settlement s of plate pile is presupposed as hyperbolic function,the necessary parameters are obtained based on the measured data,and compared with q-s relationship of measured every part.假定支盘桩直桩段的桩侧摩阻力和含有分支或承力盘桩段的等效侧摩阻力q与相应桩土相对位移s的关系可用双曲线函数表示,根据实测数据采用最小二乘法求出所需系数,并用所得的双曲线与实测各分段的q-s关系进行对比。
3.Based on the analysis of hyperbolic model of skin friction,this paper introduces in-situ static test results of cast-in-place piles conducted in some place of Shanghai.在对侧摩阻力双曲线模型进行分析的基础上,对上海某地区灌注桩进行了现场试验。

英文短句/例句

1.RESEARCH ON INFLUENCE FACTORS OF SIDE SOIL RESISTANCE OF PHC PIPE PILE预应力管桩侧摩阻力影响因素的研究
2.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
3.Analysis of Effect of CFG Pile Composite Foundation on Lateral Friction ResistanceCFG桩复合地基侧摩阻力影响的分析
4.Research on the Side Friction of the Pile in Pebble Foundations卵石土地层桩侧摩阻力确定方法研究
5.INFLUENCE OF PILE BOTTOM SLIME ON SKIN FRICTION AND BEARING CAPACITY ESTIMATION TO PILE桩底沉渣对桩侧摩阻力影响及桩承载力的估算
6.A Study of Multi-Post Strain Transducer of Friction and the Measurement of the Friction along the Pile Side多柱应变式摩擦力传感器研究与桩侧摩阻力测定
7.Effect of Roughness of Bore Wall on Side Friction Resistance of Bored Pile孔壁粗糙度对钻孔灌注桩侧摩阻力的影响
8.The Mechanism Analysis of Pile Side Frictional Resistance Caused by Tunnel Excavation;隧道开挖对邻近桩基侧摩阻力的作用机理分析
9.The Friction Constractive Analysis between the Self-Balanced Test and Geological Investigation自平衡测试所得桩侧摩阻力与勘察结果的对比
10.Analysis of Pile Side Frictional Resistance and Settlementon on Loess Ground of Zhengzhou to Xian Passenger Dedicated Railway Line郑西线黄土区桩基础侧摩阻力与沉降分析
11.The application of the improved direct shear apparatus during research on open caisson side friction改进直剪仪在沉井侧摩阻力研究中的应用
12.Lateral Friction Test and Amend Calculation of Bored Grouting Pile钻孔灌注桩侧摩阻力试验研究及修正计算
13.Strengthing Effect Analysis of Side Friction of Dry Jet Mixing Pile Composite Foundation by Finite Element Method;粉喷桩复合地基桩侧摩阻力强化效应有限元分析
14.This mathematical model presents the valuing range for single pile bearing capacity or pile side friction in case of designing different pile lengths.该数学模型为不同桩长的设计，提供了单桩承载力或侧摩阻力的取值范围。
15.STUDY ON NEGATIVE FRICTION MECHANISM OF SUPER-LONG POST-GROUTING PILE TEST后压浆超长桩试验桩侧负摩阻力机理分析
16.DESIGN OF PILE FOUNDATION AND DETECTION OF NEGATIVE SKIN FRICTION OF PILES桩基设计和检测中桩侧土的负摩阻力问题
17.Experimental study on negative skin friction and mechanical behavior of high-speed railway CFG pile-raft composite foundation高速铁路CFG桩-筏复合地基桩侧负摩阻力及其受力特点的试验研*究
18.frictional soil内摩擦阻力大的土壤

相关短句/例句

side friction侧摩阻力
1.In the usual design,the side friction of the composite ground as a equivalent entity was considered as the same as q_s in the exploration survey report,though they are two different concepts.在实际工程中采用等效实体法计算复合地基沉降时,采用的侧摩阻力密度都是工程地质勘察报告中测的qs值,会带来很大的误差。
2.This paper has proved not only these mixing pile have higher side friction,but also the strength of the solidified soil in the mixing pile can increase by a wild margin as a result of the use of the EWEC solidifying agent.通过EWEC土新型搅拌桩体与水泥土搅拌桩体的对比试验,证明了搅拌桩具有较高的侧摩阻力;提出了用EWEC固化剂能使搅拌桩固结土的强度大幅度得到提高,可以替代水泥解决搅拌桩因桩身强度偏低而存在的侧摩阻力难以发挥、单桩承载力偏低的问题。
3.By way of contrast tests for on the new type of ESC mixing piles body with the soil-cement mixing piles body, the mechanism of ESC solidified soil is expounded; and that these mixing piles have higher side friction is proved.通过新型岩土固化剂(ESC)搅拌桩体与水泥土搅拌桩体的对比试验以及ESC固化土作用机理的论述,说明了搅拌桩具有较高的侧摩阻力,同时证明了用ESC固化剂替代水泥能使搅拌桩固结土的强度大幅度得到提高,从而解决了搅拌桩因桩体强度低而存在的侧摩阻力难以发挥、单桩承载力低的问题。
3)lateral friction侧摩阻力
1.By a long-term soaking test observation and measurement of a pile embedded in expansion soil ground,the pile-soil interaction and a series of pile working characteristics were obtained such as pile settlements,distribution of axial force and lateral friction along pile shaft,foundation swell-shrink and their time-related characteristics,etc under the simulative rainfall condition.通过对埋设在膨胀土地基中的一试桩的长时间浸水试验观测,模拟了自然降雨气候条件下单桩位移、沿桩身轴力、侧摩阻力分布、地基胀缩及其时间变化等基桩一系列工作性状和桩-土共同作用规律。
2.The calculated friction distribution and the limits of lateral friction of the project testing pile come as a result of practical examples of internal strain testing data of sliding micrometer in engineering pile.以某桩基的滑动测微计的检测应变数据实例,计算了该工程试桩的摩阻力分布规律和极限侧摩阻力。
3.In the analysis,the excess earth pressure and the lateral friction between shield skin with surrounding soil are taken into account.运用复化Gauss-Legendre数值积分公式,定量分析了双圆盾构正面推力、盾构与土体侧摩阻力对土体扰动的程度及范围。
4)friction[英]['fr?k?n][美]['fr?k??n]侧摩阻力
1.Through examples of anti-float pile supporting capacity changes,this article analyzes the supporting wall with pile-pouring method,elaborates the mud opposite side friction influence as well as the rule of supporting capacity of pile changes,and proposes a corresponding improvement and optimized suggestion to the phenomena of this kind.青岛地区很少采用灌注桩作抗浮设计,通过青岛地区某大型工程抗浮桩承载力随时间变化的实例,对泥浆护壁灌注桩进行分析,论述了泥浆对侧摩阻力的影响,以及桩基承载力随时间变化的规律等,并对类似问题提出了相应的改进和优化建议。
2.The distribution rule of axis force and friction is studied basing on the stress values by test of anchor in PARS in Handan.本文以邯郸某桩锚支护中锚杆的实测应变值为基础,推导锚杆轴力分布及侧摩阻力分布规律。
5)lateral resistance侧摩阻力
6)skin friction of pile桩侧摩阻力
1.By the static loading test of the large diameter bored cast-in-place pile,in which stressometers and deformeters are inbuilted at the pile s differrnt positions such as the bottom,the interfaces for soil layers along pile and so on,the loading transmission mechanism,the regulations of axial force and the skin friction of pile are analyzed.通过在大直径灌注桩桩端及桩身各主要土层的分界面埋设应力计和应变计的静荷载试验,研究大直径灌注桩的荷载传递机理,分析轴力和桩侧摩阻力的变化规律。
2.Based on Mindlin stress solution, the calculating method of additional stress in foundation soil for any distribution form of the skin friction of pile is deduced in this paper, and the settlement problem of single pile is analyzed.以 Mindlin应力解为基础 ,推导了任意桩侧摩阻力分布形态时地基土中附加应力的计算方法 ,并针对单桩的沉降问题进行了分析 ,为单桩的沉降量计算提供了一个较为合理的方法。