桩底后注浆,Injection英语短句,例句大全

桩底后注浆,Injection
1)Injection[英][?n'd?ek?n][美][?n'd??k??n]桩底后注浆

英文短句/例句

1.Bored Pile after Pile Grouting Technology and Construction Quality Control钻孔灌注桩桩底后注浆技术及施工质量控制
2.Application of Injection Technology Under Pile to the Drilled Grouting Pile桩底后注浆技术在钻孔灌注桩中的应用
3.CAST-IN-PLACE PILE POST GROUTING TECHNOLOGY IN THE ENGINEERING EXAMPLE桩底后注浆工艺在工程中的应用实例
4.The Application Effect Analysis of Post grouting Under Bored Piles with Different Bearing Strata不同持力层钻孔桩桩底后注浆应用效果分析
5.Application of Post Grouting Technology to Bored Pile Bottom in Pile Foundation of High-Rise Building钻孔灌注桩桩底后注浆技术在高层建筑桩基中的应用分析
6.Application of Super Length Bored Cast-in-place Pile Post Grouting in“Gate to the east”桩底后注浆超长灌注桩在东方之门工程中的应用
7.Post Grouting Technology at pile bottom in scree bearing layer桩底后注浆技术在卵石持力层中的应用
8.Study on Pile-Soil s Stress-Stain of Tubular Piles before and Back Grouting;管桩桩底注浆前后桩土应力应变特性研究
9.Post Grouting for Hand Dug Piles with the Pipe Driven at the Pile End人工挖孔灌注桩桩底打管后注浆技术及应用
10.Engineering Application in the Technology of Grouting after Pile Driving at Bottom of Pile;钻孔灌注桩桩底后压浆技术的工程应用
11.Analysis on Uplift Behavior of Piles with Side Post-Casting and Enlarged Base桩侧后注浆与扩底抗拔桩承载特性研究
12.The bearing capacity characteristic value of a single pile can be increased greatly through post pressure grouting from pile sides and bottom.通过对桩侧和桩底后压浆，可大幅度提高钻孔灌注桩单桩承载力。
13.The application of post grouting cast-in-site pile with enlarged bases in high-rise building扩底后注浆灌注桩在高层建筑中的应用
14.Constructing Techniques and Experimental Study in Situ of the Cast-in-Situ Piles with Expanded-Base and Post-Pressure Grouting;扩底后注浆灌注桩施工工艺及其试验研究
15.Post pressure grouting of borehole cast-in-situ pile bottom and its quality control钻孔灌注桩孔底后压浆施工工艺及质量控制
16.Testing Study on Mechanism and Effect of Post-grouting at the Bottom of Super Large Bored Piles Foundation;超大型钻孔灌注桩基础桩底后压浆机理及效果的实测研究
17.The Application of Extruded-expanded Mud-jacking Technique on the Bottom of the Filling Pile灌注桩桩底挤扩压浆处理工艺及应用
18.POST GROUTING PILE TECHNIQUE(5)--HE VERTICAL COMPRESSIVE BEARING CAPACITY OF POST GROUTING PILES后注浆桩技术(5)——后注浆桩的竖向抗压承载力

相关短句/例句

technique of post-injecting on pile bottom桩底后注浆工艺
3)the cast-in-situ pile with expanded-base and post-pressure grouting扩底后注浆灌注桩
1.In this paper, through intercrossing and combining the two constructing techniques author bring forward a new type of constructing technique-the cast-in-situ pile with expanded-base and post-pressure grouting.本文基于这两种桩型各自的优缺点，在扩底和后注浆两种施工工艺相互交叉、优势互补的基础上提出了一种新的灌注桩型一扩底后注浆灌注桩，并结合现有的施工方法和施工机具提出扩底后注浆灌注桩施工工艺。
4)back grouting桩底注浆
1.Technology and application of tubular piles back grouting管桩桩底注浆技术及其工程应用
5)post grouting pile后注浆桩
1.In this paper the technical and economical benefits of post grouting piles were introduced,so that if shows the post grouting piles are new piles with a very bright future.介绍后注浆桩的技术经济效益 ,从而表明后注浆桩是富有发展前景的新桩型。
2.In this paper two methods for determining the ultimate bearing capacity of post grouting piles are put forward, i.提出确定后注浆桩极限承载力的两种方法 :对试验完整的桩采用s lgP法 ;对试验不够完整的桩先用逆斜率法拟合外推 ,而后采用s lgP法。
3.Based on the comparative study at the same project between cast-in-situ pile with expanded branches and plates and the post grouting pile,the results show that the post grouting pile can effectively improve the pile s bearing capacity and significantly deduce the pile settlement.通过对扩底桩、支盘桩和后注浆桩三种桩型在同一工程场地的应用对比分析,结果证明,在该地区地质条件下,无论是从提高单桩承载力、减小沉降量,还是从施工质量控制、工程进度、造价角度分析,后注浆桩方案均优于扩底桩、支盘桩方案。
6)base-grouting桩底后压浆
1.Through the discussion of the improvement mechanism shaft friction resistances,the bearing capacity of pile can be improved greatly by base-grouting,especially the change of shaft friction can evidently increase vertical bearing limit shaft friction.同时,基于压浆液对桩底上抬作用的理论研究,推导出桩顶上抬位移与上抬力关系的解析式,并对桩底后压浆桩的极限承载力计算提出建议性修正,可为相关领域的工程研究人员提供一定的借鉴。