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      pile     
相关语句
  
    Test Study on the Capacity of Large Pile under Bridge
    大型桥梁基承载力试验研究
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    Study of Settlement Computation Method of Gravel Pile Composite Foundation under Embankment Load
    路堤荷载下碎石复合地基沉降计算方法研究
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    Study on the Explosive Damage and Emergency Repair Technique of the Pile Wharf with Reinforced Concrete Plate and Beam
    钢筋混凝土基梁板码头爆炸毁伤及抢修技术研究
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    Study on the Roof Stability of Concealed Karst Cave under Pile Foundation Loading in Karst Areas
    岩溶区基荷载下隐伏溶洞顶板稳定性研究
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    A Study on Its Design Theory and Engineering Applications of a Prestressed Cable Anchor Pile Sheet Wall Structure for Embankment (Shoulder) Slope Protection
    路堤(肩)式预应力锚索板墙结构设计理论及工程应用研究
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  桩基
    Test Study on the Capacity of Large Pile under Bridge
    大型桥梁桩基承载力试验研究
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    Study on the Explosive Damage and Emergency Repair Technique of the Pile Wharf with Reinforced Concrete Plate and Beam
    钢筋混凝土桩基梁板码头爆炸毁伤及抢修技术研究
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    Study on the Roof Stability of Concealed Karst Cave under Pile Foundation Loading in Karst Areas
    岩溶区桩基荷载下隐伏溶洞顶板稳定性研究
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    INVESTIGATION OF PILE FOUNDATION IN PERMAFROST REGION
    多年冻土地区桩基试验研究
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    ASEISMIC EXPERIMENTAL STUDIES AND DYNAMIC ANALYSIS OF PILE SUPPORTED PIERS
    桩基码头抗震实验研究及动力分析
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  基桩
    INTERNAL FORCE ANALYSIS OF PILE UNDER LATERAL LOADING
    承受水平荷载弹性高桩的内力分析——兼论码头位移时的基桩内力
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    Nonlinear Character of Axial Rigidity of Foundation Pile
    基桩轴向刚度的非线性特征
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    In the light of vertical static load test in situ of tension pile in permanently frozen ground at Qingshuihe of Qing-Zang Railway,the paper makes thorough study of freezing strength of frozen soil around pile and limit bearing capacity for vertical tension of foundation pile,analyzes and compares the results of load test for foundations of direct hole pile and pedestal pile,which have provided scientific basic for pile foundation of Qingzang Railway.
    结合青藏铁路清水河多年冻土地区抗拔基桩的竖向静载现场试验,对桩周冻土冻结强度、基桩竖向抗拔极限承载力等进行了深入的研究,并将直孔桩、扩底桩两种不同桩基础的荷载试验结果进行了分析比较,为青藏铁路桩基础设计提供了科学依据。
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    Detecting Technology and Developing Situation About the Pile Bearing Capacity
    基桩承载力检测技术与发展现状
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    Foundation Pile Construction Technology in Salt Wharf Transformation Engineering of Tianjin Port
    天津港盐码头改造工程基桩施工工艺
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  桩桩
    Reliability Computation of Side Friction for Bored Pile of Highway and Bridge
    公路桥梁钻孔灌注桩桩侧摩阻力可靠度计算
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    An Investigation and Discussion on the Block Effect of Earth at the End of Steel Pipe Pile
    探讨钢管桩桩端土的闭塞效应
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    Summary on the Experiment and Benefits of the Pressure Mud Technique on the Base of the Drilling Hole Pour Pile
    钻孔灌注桩桩底压浆试验与效益综述
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    Problems of Concrete Quality around the Bottom of a Large Diameter Inserted Bored Pile
    大直径嵌岩灌注桩桩底周边混凝土质量问题
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    the Effect of Different wall thickness of steel-pipe pile on the pile driving properties in Sands
    钢管桩桩壁厚度对砂性土沉桩性状的影响
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      pile
           According to the principle of linear pile-up of small displacement, the static and dynamic output kinematic errors are synthesized, and the reliability model of the kinematic accuracy of the mechanism is built.
    例句来源      
           Notably, either genetic distance between subpopulations from the layers of 5-10 cm and 25-30 cm of each tailing pile or between same layers of different tailing pile increased with the history of tailings.
    例句来源      
           Shaking table testing of hard layered soil-pile-structure interaction system
    例句来源      
           Shaking table tests on a dynamic interaction system of hard layered soil, pile foundation and frame structure were carried out.
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           New model of load transfer function for pile analysis based on disturbed state model
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             In recent years, Prestressed Concrete long piles are universally adopted. Last year such kind of pile with length up to 27~M have been produced in this country. Now in order to meet the requirements of Shanghai Harlour works and Yangtze River Bridges, we work out a new type of prestressed concrete hollow pile of 36~M long, with a cross-section, of 55 cm square (inner diameter 40 cm.) By using temporary prestressing fittings on pick points with automatic adjustment for prestress, the pi...
                年来预应力混凝土长桩在各国已广泛采用,我国在去年大躍进中亦已试行生产应用,长达27公尺,最近我校预应力混凝土桩科研小组在响应党的的科研结合生产的号召下,为上海码头工程及长江大桥工程进行36公尺的预应力混凝土长桩研究,并提出一种新的型式,既可节省18%的钢筋又可允许用两点吊运,这将给予施工方面极大便和。现在与上海筑港局协作进行试制与试验,兹特将原理部分报导,希望大家提出意见以便修正改进,至其试验报告则将于以后陆续发表。
    文摘来源
             Two current methods used in China for the computation of embedded pile are briefly analysed in this paper. There are a variety of opinions on the use of "Foundation Reaction Coefficient Method" based on elastic theory for solving the resisting force of piles in sliding mass directly,and meanwhile, an elastoplastic composite solution with boundary condition of ultimate equilibrium state of stress in the soil mass overlying the sliding plane,i.e.the"Equivalent Foundation Coefficient Method" is pro...
                本文简要分析了目前国內计算埋式抗滑桩的两类方法。对于以弹性理论为基础的“地基反力系数法”直接用于求解滑坡体內桩身的抗力这一问题有不同看法。同时提出以滑动面上土体所具有的极限平衡应力状态为边界条件的弹塑性混合解法,即“换算地基系数法”。本文还试图从分析桩与滑体相互间的作用,来寻求作用于桩上的设计荷载,阐明桩间土体的传力性能,以及解决桩间距的计算等问题。然而,正如文中所指,由于抗滑桩的受力情况甚为复杂,尤其是桩与滑体相互间的作用难以简单地弄清楚。因此,上述一些设想仅仅是从理论上进行分析的一个尝试,向有待于实践验证。
    文摘来源
             The behavior of elastic pile is considered to be closely similar to the behavior of beam on an elastic foundation.The lateral load test of a pile indicates that the measured deflections in several-instances have shown best agreement with the calculated results when the foundation modulus ky varies with depth y,e.g.K_y=k_ay~a. The general solution for piles subjected to lateral trapezoidal load has been derived in this paper by Solving the elastic curve equations.
                弹性桩的受力状态与弹性地基梁的受力状态十分接近,从横向受力桩的荷载试验发現,当土的模量K_(?)随深度y按K_(?)=k_(?)y~(?)变化时,实测的位移值与计算所得结果比较符合,本文用待定系数法推导了横向梯形荷载受力桩的通解。
    文摘来源
     
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