挤扩支盘桩,squeezed branch pile英语短句,例句大全

挤扩支盘桩,squeezed branch pile
1)squeezed branch pile挤扩支盘桩
1.3D finite element analysis of pile-soil interaction of squeezed 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 of squeezed 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 single squeezed branch pile by hyperbola method;用双曲线法预测挤扩支盘桩的极限承载力

英文短句/例句

1.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
2.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
3.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
4.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
5.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
6.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
7.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
8.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
9.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
10.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
11.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
12.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
13.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
14.Study on Reliability and Partial Factors of Vertical Bearing Capacity of Single Squeezed Branch Pile;挤扩支盘桩单桩竖向承载力可靠度及其分项系数研究
15.The Research of Squeezed Pile with Expanded Branches about the Dish Formation and the Bearing Capability of Vertical Load;液压挤扩支盘桩承力盘成型过程及承载性能研究
16.Loading Transfer Behavior Experimental Study and Theoretic Analysis of Squeezed Branch Pile under Pulling Loading;上拔荷载作用下挤扩支盘桩荷载传递规律的试验与理论分析
17.Bearing Capacity Experimental Study and Settlement Calculation of Cast-in-Situ Piles with Expanded Branches or Plates under Vertically Loading;竖向荷载作用下挤扩支盘桩承载力试验研究和沉降计算
18.Experimental Study and Theoretical Analysis on Vertically Loaded Cast-in-Situ Piles with Expanded Branches and Plates;竖向荷载作用下挤扩支盘桩的试验研究与理论分析

相关短句/例句

squeezed branch and plate pile挤扩支盘桩
1.Analysis on deformation characteristic of squeezed 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.The squeezed 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.We designed the shaking table test of squeezed-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。
4)cast-in-situ pile with expanded branches and plates挤扩支盘桩
1.Experimental investigation and design analysis of vertically loaded cast-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
5)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 loaded cast-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 of cast-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。
6)squeezed branch pile挤扩支盘灌注桩
1.By setting several bearing plate and branch in deferent location of pile body,squeezed branch pile can improve bearing load capacity of single pile,shorten the pile length,lower cost of pile engineering.挤扩支盘灌注桩是近几年出现的新工艺,可在多种土层中成桩,不受地下水位的限制,通过沿桩身不同部位设置多个承力盘和分支,显著提高单桩承载力,缩短桩长,降低桩基工程造价,具有广阔的应用前景。
2.To ascertain the feasibility and serviceability of the squeezed branch piles in Nanjing,authors have took in-site pile tests.为确定挤扩支盘灌注桩在南京河西地区的可行性和适用性,于南京河西莲花村经济适用房工程的现场进行桩型试验。