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socketed depth
相关语句
  嵌岩深度
     It indirectly proves that the optimal socketed depth is 6d and the maximum socketed depth is 10d for the piles socketed in the Tertiary lacustrine mudstone in Nanning basin.
     从另一角度论证了南宁地区粉砂质泥岩中嵌岩桩的最佳桩嵌岩深度为6d,最大嵌岩深度为10d。
短句来源
     The study then starts with the calibration of single pile by analyzing the possible reasons to induce the difference between the measured and calculated Q-S curves. After that, the Q-S and Q-Z curves for piles socketed in mudstone are modeled based on the analysis of 38 piles with different socketed depth and diameter. The characteristics of load transfer for piles socketed in mudstone are explored further based on the statistics on the 38 piles.
     先对一根试验桩进行验证计算,分析计算Q-S曲线与实测Q-S曲线存在差别的原因,然后对38根不同嵌岩深度和不同桩径的泥岩桩进行计算,模拟出泥岩桩的Q-S曲线和Q-z曲线,并对其统计分析,进一步论述了泥岩桩的荷载传递过程及其承载性状。
短句来源
     (3)With the elastic-plastic method,the author simulated the load transfer mechanism as to the situation that whether there are grooves between the rock and the pile、 the difference of the ratio of socketed depth to the diameter、 the change of the rock module,some valued conclusions are obtained.
     (3) 采用弹塑性有限元的方法模拟桩岩界面的凹凸槽,针对不同嵌岩深度比,岩石模量的变化等情况对荷载传递机理进行了数值分析,得出了一些具有指导性的结论。
短句来源
     The socketed depth and roof safety thickness determine the cost of engineering projects . design method and construction of socketed-rock piles.
     在岩溶发育地区,岩溶顶板的安全厚度以及嵌岩深度的取值,决定着岩溶地区嵌岩桩的设计、施工方法以及工程造价。
短句来源
     The results of the analysis make sure that socketed depth has an effect on piles,and come to the conclusion that the vertical bearing capacity of rock socketed piles is in power relation with the strength of the bedrock.
     指出嵌岩桩确实存在着深度效应 ,当嵌岩达到一定深度后 ,继续增加嵌岩深度 ,对桩的承载能力的提高已不明显 ,甚至无助于承载能力的提高。
短句来源
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  “socketed depth”译为未确定词的双语例句
     It is suggested that the ratio (ε) of settlement to socketed depth may be used as a critical index, and the load on top of pile corresponding to e is treated as allowable bearing capacity Pa of pile.
     探讨了确定桩承载力的界限标准,建议用沉岩比ε作为其界限指标,取与ε值相应的桩顶荷载为单桩的容许承载力P_a。
短句来源
     According to the radial distribution rule of vertical transform about rock mass around anchor pile,influencing range of soft rock caused by anchor pile is researched,and it is confirmed that the space of pile group is 12D. Value of stress in different depths is tested by premed reinforcing steel bar apparatus; distribution rule of stress in deep place of anchor pile is researched and it is confirmed that rock socketed depth of anchor pile is 42D.
     通过测试锚桩周围岩体铅直方向上抬变形沿径向的分布规律研究了锚桩对软岩的影响范围,确定群桩间距为12D(D为桩径),通过预埋钢筋计测试不同深度的应力大小,研究了锚桩深部应力的分布规律并确定了锚桩的锚固深度为42D。
短句来源
  相似匹配句对
     The Depth of Toleration
     宽容的深度
短句来源
     Speed and depth;
     速度和深度;
短句来源
     RESEARCH ON LOAD BEARING BEHAVIOR AND SOCKET DEPTH OF ROCK-SOCKETED PILE
     嵌岩桩的承载性状及嵌入深度研究
短句来源
     With the depth of rock socketed increasing, load proportion of pile tip can decrease gradually.
     桩端阻力对荷载的分担比例随着嵌岩深度的增加而递减。
短句来源
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Based on the results of loading test in an engineering project, the failurs of socketed small piles without overburden is analyzed, aad the influence of soft cushion on its bearing capacity is studied. A method for reducing or eliminating the influence of the soft cushion is proposed and the criterion for determining the bearing capacity of piles is investigated. It is suggested that the ratio (ε) of settlement to socketed depth may be used as a critical index, and the load on top of pile corresponding...

Based on the results of loading test in an engineering project, the failurs of socketed small piles without overburden is analyzed, aad the influence of soft cushion on its bearing capacity is studied. A method for reducing or eliminating the influence of the soft cushion is proposed and the criterion for determining the bearing capacity of piles is investigated. It is suggested that the ratio (ε) of settlement to socketed depth may be used as a critical index, and the load on top of pile corresponding to e is treated as allowable bearing capacity Pa of pile.

本文根据某工程无覆盖层嵌岩小桩的静载试验成果,分析了试桩的破坏,得出嵌岩小桩破坏的一般规律;研究了软垫对桩承载力的影响,提出用固化软垫消除或减小这种影响的方法;探讨了确定桩承载力的界限标准,建议用沉岩比ε作为其界限指标,取与ε值相应的桩顶荷载为单桩的容许承载力P_a。

The paper discusses two important factors of affecting embedding effect and end-bearing strength.The factors are concrete strength of pile,rock mass around pile,and the ratiO of scttlement to socketed depth.The Seletion of the pile types depends on the combination of the factors.The paper also sums up the features of typical P ̄s curves and points out that the safety factors of rock-socketed piles calculated with usual method is conservative.

本文主要讨论影响嵌固效应和端承力发挥的两个重要因素:往身混凝土、桩周岩体的强度以及嵌岩比大小,两者的一定组合决定了桩的类型;总结了嵌岩桩载荷试验的典型P—S曲线特征,指出以桩端持力层强度控制的嵌岩桩,按常规方法确定其极限荷载,其安全格度偏大。

On the basis of Hoek Brown Strength Criterion and the limit equilibrium method,a method calculating the tip resistance of socketed piles is put forward.After analyzing the relations between the tip resistance and the length and the socketed depth,the authors point out that:even though the tip resistance carries a small proportion of the total load,it is necessary to calculate the tip resistance of socketed piles correctly.

本文考虑了岩体结构面、岩块单轴抗压强度、应力状态的影响,引入了Hoek-Brown岩体经验强度准则,利用极限平衡原理,推导了嵌岩桩桩端阻力的计算公式;并分析了桩端阻力与桩长、嵌岩深度的关系.文中最后指出,尽管桩端阻力在所受荷载中所占比例不大,但正确估计桩端阻力对优化嵌岩桩的设计、节约造价仍有重要意义

 
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