双桩的英文

• double piles

• "双"英文翻译    two; twin; both; dual
• "桩"英文翻译    pile; pole; stake
• "打双桩" 英文翻译 :    double piles driving
• "打双桩用的桩帽" 英文翻译 :    double helmet
• "双装药" 英文翻译 :    double load
• "双转子轴向式压缩器" 英文翻译 :    twin-spool axial compressor
• "双撞针" 英文翻译 :    dual firing pinpiston
• "双转子轴向式发动机" 英文翻译 :    twin-spool axial-flow engine
• "双状态系统" 英文翻译 :    two-state system
• "双转子轴流式涡轮螺旋桨发动机" 英文翻译 :    twin-spool axial flow turbo-propeller
• "双椎" 英文翻译 :    double tenon
• "双转子质量流量计" 英文翻译 :    twin-rotor mass flowmeter
• "双椎骨锯" 英文翻译 :    double rachiotomy saw
• "双转子压缩器涡轮喷气发动机" 英文翻译 :    twin-spool compressor turbojet engine

• On the base of single pile ' s analysis , the single pile ' s settlement is computed under the burden of adjacent pile , and give the interactive factor a " s change with different load and distance between piles
  在单桩分析的基础上，计算了在邻桩影响下单桩的沉降变化，给出了双桩相互影响系数随荷载水平和桩距的变化。
• Finally , the numerical analysis for single pile and group piles are done by with fem . the main contents are as follows : 1 . field tests of the reinforced foundation of commence and living building with deep mixing pile
  在单桩，单桩复合地基以及双桩复合地基载荷板下具有代表性的截面处埋设压力盒，测得复合地基在加载过程中桩，土应力随荷载的变化情况。
• This paper describes the structural type and characteristics of double - pile floating energy dissipating installation , principle of energy absorption during vessel ' s berthing , scope of adaptability and main points of design , which may serve as a reference for design of large - tonnage floating wharves
  摘要介绍双桩浮式消能设施的结构型式及特点，船舶靠泊吸能原理、适用范围以及设计要点等，可供大吨位浮码头的设计借鉴。
• 3 build model . the model of the interaction between piles and soil is built based on the interaction between piles and soil , the program is written with fortran90 language . the stress ratio and load - transfer and information are researched through 2 piles group , 4 piles group and 9 piles group
  基于桩土共同工作原理，建立桩土共同作用模型，用有限元软件对双桩承台，四桩承台以及九桩承台复合地基进行了数值计算。
• On the basis of the developed solution for single pile considering shear deformation and the analysis method for two piles proposed by makris ( 1992 ) , the dynamic interaction factor between two piles was obtained and relevant parameter study made . the influence of shear deformation on the dynamic interaction factor was also studied
  基于获得的考虑剪切变形的单桩水平振动解和makris ( 1992 )提出的双桩分析方法得到了横向相互作用因子的计算公式，并通过参数分析研究了横向相互作用因子的变化规律以及剪切变形对其的影响。
• The measured results of settlement depth for foundations with different breadth , soil deformation area around pile and foundation , interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil , pile - soil and pile - pile are obviously lower than elastic theory values
  不同基宽压缩层深度、基础和桩侧土变形范围、双桩相互影响系数以及桩顶荷载分布的测试结果说明，土土、桩土、桩桩相互作用效应较连续介质弹性理论值明显弱化。
• It is the work presented herein that for the first time gives analytical theories for the lateral vibration of single pile and grouped piles taking consideration of both bend deformation and shear deformation of pile . the shortcoming involved with the existed analytical theory which considered bend deformation of pile only is then overcomed . this makes the theory for lateral vibration of pile foundation more perfect
  本文所给出的从单桩到双桩再到群桩的一整套水平动力响应分析理论和解答，首次同时考虑了桩基水平振动时的弯曲变形和剪切变形，克服了现有解只能考虑弯曲变形的不足，从而完善了桩基水平振动理论。
• And these are verified by load test in site to validate the conclusion that the testing result on four piles area is closed to the result with the group piles effect in large area composite foundation and to determine the bearing capacity of composite foundation of single row piles and double rows piles , the result from single pile composite foundation is acceptable
  得到确定大面积复合地基承载力的荷载试验中，一般测试4根桩所处理的面积，测得的承载力就能较好地接近在群桩效应下的结果，而确定单排或双排群桩复合地基的承载力，单桩或双桩复合地基荷载试验的结果便行。
• The collapsible loess is often met during the construction of the high - grade highway in the loess area , and the main failure is the uneven subsidence of the roadbed and the culvert , which affects the safe usage of the roadbed and the culvert , etc . directed against this , based on the chankou - lanzhou freeway construction , the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project , discusses the rules of the contact pressure , the stress ratio of the pile and the soil , compares the p - s curves of one pile , the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test , evaluates the bearing capacity of the composite ground of the project
  黄土地区的高等级公路建设中经常遇到湿陷性黄土问题，其病害类型主要是地基土受水浸湿后引起路基、桥台、涵洞等的不均匀沉降，直接影响路基、构造物等的正常使用。针对此问题，本文依托甘肃谗口至兰州柳沟河高速公路建设工程，对桥基灰土桩复合地基应用的可行性进行了深入分析，根据具体工程进行了合理的设计与计算，并配合现场静载荷试验及压力盒实测数据，探讨了基底应力分布规律，桩土应力比，变形模量的变化关系，对比分析了单桩、单桩复合和双桩复合的p ? s关系，对桥基灰土桩复合地基承载力进行了整体评价。