挤扩多支盘桩,pile with branches and plates
1)pile with branches and plates挤扩多支盘桩
1.This paper introduces the use of cast-in-placepile with branches and plates in the actual engineering cases,and comparison is conducted between this particular type of usage and the common use of cast-in-place pile under the same working conditions.介绍了挤扩多支盘桩在工程实例中的应用,并对工程同场地内的挤扩支盘桩与普通钻孔灌注桩进行承载力和沉降的对比试验研究。
pared with column bored pile,the boredpile with branches and plates is a new type of piles with higher bearing capacity and lower settlement.针对挤扩多级支盘桩相对于普通等截面直孔灌注桩具有较高承载力和较低沉降量的特性,采用自平衡静载荷试验方法,对浙江湖州市某工程同一场地中的挤扩多支盘桩与普通等截面直孔灌注桩进行极限承载力的对比试验研究。
英文短句/例句
1.Contrast experimental study on load mechanism of general pile and muti-plate-pile普通直身桩与挤扩多支盘桩受力机理对比试验研究
2.Study on the Capacity of Single Cast-in-Situ Piles with Expanded Branches and Plates;多支盘挤扩桩扩径体对单桩承载力影响的研究
3.Application of the Squeezed Branch Disk Pile in the Engineering;挤扩多分支承力盘混凝土灌注桩的工程应用
4.Application of Piling Technology for Expanded Branches and Plates Cast-in place Pile挤扩支盘灌注桩成桩技术及工程应用
5.Experimental on squeezed pan piles in single and double rows under loading for protecting foundation excavation单排与双排挤扩支盘桩支护特性试验
6.The technical squeezeing-spreading tray pile by power-driven Luoyang pipe;机动洛阳铲成孔挤扩支盘桩施工技术
7.ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD水平荷载下挤扩支盘桩群桩受力特性分析
8.Study on Impacted Soil Around the Squeezed Pile in the Squeezing Process;挤扩支盘桩承力盘成型过程对桩周土的影响分析研究
9.Study on Load Bearing Characteristic of Squeezed Branch and Plate Pile with Full-Scale Test and Numerical Methods;挤扩支盘桩承载性状试验和数值模拟分析
10.Experimental Research and Theoretical Analysis on Mechanical Characteristics of Piles with Expanded Branches or Plates;挤扩支盘桩力学特性的试验研究及理论分析
11.Finite Element Analysis of Cast-In-Situ Piles with Expanded Branches and Plates under Lateral Load;水平荷载作用下挤扩支盘桩的有限元分析
12.Bearing Capacity Analysis and Numerical Simulation Research on Squeezed Branch Plate Pile;挤扩支盘桩受力性状分析及数值模拟研究
13.Studies on Bearing Capacity of Compaction Piles with Branches and Plates Based on Particle Flow Code in 2 Dimensions Theory;基于二维颗粒流理论的挤扩支盘桩承载力研究
14.Finite Element Simulation and Bearing Capacity Analysis of Cast-in-situ Piles with Expanded Branches and Plates;挤扩支盘桩的有限元模拟与承载特性分析
15.The Application and Analysis of Jamming the Supporting Base to Pour Concrete Stakes in the Construction;挤扩支盘灌注混凝土桩在工程中的应用与分析
16.Study on Influencing Factors of Bearing Capacity of Multi-branch Squeezed Cast-in-site Pile and Numerical Simulation挤扩支盘桩承载力影响因素研究及数值模拟
17.CALCULATION AND INFLUENCE FACTOR ANALYSIS ON LATERAL BEARING CAPACITY OF SQUEEZED BRANCH AND PLATE PILE挤扩支盘桩水平承载力计算和影响因素分析
18.The Impact Analyses of Soil about the Squeezed Branches in the Squezzing Process;挤扩支盘桩支盘成型过程对周围土体的影响分析
相关短句/例句
squeezed branch and plate pile挤扩支盘桩
1.Analysis on deformation characteristic ofsqueezed branch and plate pile under lateral load with finite element method;水平荷载下挤扩支盘桩群桩变形性状有限元分析
2.Thesqueezed branch and plate pile is a type of special figure pile.挤扩支盘桩是一种异型桩，是在原有等截面钻孔灌注桩的基础上，在桩身适当部位通过专用挤扩设备形成“分支”或“承力盘”，因而称之为“挤扩支盘灌注桩”。
3)squeezed branch pile挤扩支盘桩
1.3D finite element analysis of pile-soil interaction ofsqueezed branch pile;挤扩支盘桩桩土相互作用的三维有限元分析
2.Finite element analysis on horizontal load performance ofsqueezed branch pile;挤扩支盘桩水平荷载性能有限元分析研究
3.Forecasting ultimate bearing capacity of singlesqueezed branch pile by hyperbola method;用双曲线法预测挤扩支盘桩的极限承载力
4)squeezed-branch pile挤扩支盘桩
1.We designed the shaking table test ofsqueezed-branch piles-soil-structure dynamic interaction system.挤扩支盘桩作为一种新型的桩基,具有优良的工程特性。
5)cast-in-situ pile with expanded branches and plates挤扩支盘桩
1.Experimental investigation and design analysis of vertically loadedcast-in-situ pile with expanded branches and plates;竖向荷载作用下挤扩支盘桩的试验研究及设计分析
6)cast-in-situ piles with expanded branches and plates挤扩支盘桩
1.Based on the results of static loading tests and measurements of body resistance and bottom resistance of six piles, the load bearing capacity and deformation behavior of vertically loadedcast-in-situ piles with expanded branches and plates are analyzed, and several pieces of instructive conclusion are given.通过6根挤扩支盘桩的静载试验和桩身应力及桩端反力测试试验成果,分析挤扩支盘桩在竖向荷载下的变形受力特征,给出了对工程实践有指导意义的结论。
2.Referring to the current study ofcast-in-situ piles with expanded branches and plates and methods of pile foundation analysis, the paper makes a thorough research on the bearing and deformation behavior of vertically loaded piles with expanded branches and plates.本文基于已有的挤扩支盘桩研究成果及桩基荷载传递理论，通过现场载荷试验、荷载传递法和有限单元法，对竖向荷载作用下挤扩支盘桩单桩和群桩的承载变形特性分别进行了研究。
延伸阅读
挤密碎石桩加固地基挤密碎石桩加固地基挤密碎石桩加固地基
