Chinese translation for "桩端阻力"
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- tip resistance
Related Translations:
立标桩: stake-settingstaking 桩头: pile crownpile head=buttpile toepilecrownpilehead
- Example Sentences:
| 1. | End resistance pile
桩端阻力 | | 2. | Using high - strain dynamic tentative piling technique ， one can obtain the pile endpoint resistance at each hit in the process of hammering , which is the bearing capacity of the pile endpoint soil against the pile
运用高应变动力试桩法，可以获得桩在打入过程中的每一锤击下的桩端阻力，即桩端土对桩的端承力。 | | 3. | 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。 | | 4. | Firstly , this paper analyzes the distribution of pile - top counter force , pile - end resistance and additional stress of the substratum influenced by raft rigidity in different loads and piles length . it proves the internal forces of foundations distribute unevenly
本文首先采用有限单元法分析了不同荷载形式，不同桩长条件下筏板刚度对桩顶反力、桩端阻力和下卧层附加应力等的影响。 | | 5. | Based on the full - depth / part - depth shear spring model proposed by luo weide and the theoretical corealation between the pile base resistance and the pile base settlement presented by randolph , a elastic analytical approach for computing the pile compression is conducted
本文利用罗惟德全深度? ?变深度剪切弹簧模型推导了桩身压缩量的弹性理论解析计算方法，选用randolph的桩端沉降与桩端阻力的关系，利用荷载传递法推导了桩身压缩量的数值计算方法。 | | 6. | In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock . the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002 , tb 10002 . 5 - 99 , jtj024 - 85 and jgj94 - 94 , then the design method with correlated formula of socketed piles in xigeda - mudstone is given . at the end of this paper , based on the research of pressure grouting technique in recent years , and combined with in - site test result , this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters , which provid es experiences for applying this technique and further studying
本论文结合省级科研项目“西攀高速公路昔格达组泥岩层中钻孔桩提高承载力的研究” ，所做的研究工作主要在以下三个方面：一是根据8根桩身内埋设量测元件试桩的单桩竖向静载荷试验资料，分析了各试验桩特别是常规冲孔灌注嵌岩桩在昔格达泥岩中的轴向力、侧摩阻和桩端阻力的分布和发挥规律；二是在讨论现行规范对嵌岩桩承载力的计算公式的基础上，探讨了在昔格达泥岩层中的冲孔灌注嵌岩桩的侧摩阻和端阻的计算方法，并推荐了相应的计算公式；最后，在吸取近年来对灌注桩后注浆技术研究成果的基础上，结合现场试验研究结果，分析了该项技术在昔格达岩层中的应用效果，提出了相应的参数选取，从而为压力灌浆技术的工程应用和进一步研究提供经验，并为今后在该地层中合理选用桩型以及指导施工提供了依据。 | | 7. | By the check - out , inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power , made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation , and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism , the characteristic of bearing power , proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function , the of tip of pile resistance drag occupies the proportion very few
通过对本次试桩施工工艺的检测和桩身质量及承载力的检验，确定了冲击钻在溶洞地质条件下的合理使用方法；基桩承载实验表明了荷载与摩擦阻力之间的关系，并对岩溶地区的嵌岩灌注桩的荷载传递和破坏机理、承载力特性，进行了富有成果的现场测试工作；试验数据表明桩侧摩阻和支盘端阻起很重要的作用，桩端阻力所占比例甚少。这与设计桩基时的计算模式相差很大，承载力也较设计增加；使用力学数值分析方法和有限单元法，对钻孔灌注桩桩端下的岩体强度和结构稳定性方面进行模拟计算和定量研究。 | | 8. | Based on the results of vertical static loading test and stress test for longhole bored pile in loess foundation , by analysing the transferring law of axial force and the action of lateral friction resistance and bottom resistance , the paper discusses the influences of two types of holing technology on bearing capacity behavior
本文通过黄土地基中旋挖钻孔灌注长桩和泥浆护壁钻孔灌注长桩静载荷试验和桩身应力的测试，分析了黄土地基中两种成孔工艺钻孔灌注长桩桩身轴力的传递规律、桩侧阻力及桩端阻力的发挥性状，探讨了两种成孔工艺对钻孔灌注长桩承载力的影响。 | | 9. | The grouting test result shows that this technique of pile foundation construction is effective , it can not only increase the upper and skin friction of the cast - in - place pile , but also improve the bearing capacity of the cast - in - place pile , and gain a larger economic benefit for whole project at the same time
经桩端压浆实验结果表明，该技术可以增加钻孔灌注桩桩端阻力和桩侧壁摩阻力，是一项行之有效的桩基施工技术，它可有效提高钻孔灌注桩的承载能力，同时提高经济效益。 | | 10. | Abstract : compared with soil destroyed pattern of vertical force and its controlled factor of bearing capacity , it is concluded that pile capacity and its tip resistence have some difference when soil with the same physical mecanic property is used as natural foundation and pile tip resistent layer . whereas the middle weathering rod stratum hasn ' t this property , that is to say it has the same bearing capacity and pile tip resistence
文摘:通过竖向荷载下土(岩)体的破坏模式及其承载能力控制因素的比较，论述了物理力学性能相同的土层作为浅基础的天然地基与桩端持力层时，承载力值与桩端阻力值应存在一定的差异；而中(微)风化程度的同一岩层作为天然地基与桩端持力层时，不具有这方面的差异性，承载力值与桩端阻力值应该相等。 |
- Similar Words：
- "桩动荷载试验" Chinese translation, "桩端" Chinese translation, "桩端（头）" Chinese translation, "桩端承载能力" Chinese translation, "桩端阻" Chinese translation, "桩段" Chinese translation, "桩墩" Chinese translation, "桩复打试验" Chinese translation, "桩复合地基施工" Chinese translation, "桩格排" Chinese translation
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