1.
Research on Behavior of Driven Cast-in-place Tubular Pile Composite Foundation under the Road Embankment Loading;
路堤荷载下沉管灌注筒桩复合地基性状研究
2.
Vibrator-tube Sinking Bored Pile Construction and Project Management Measures;
振动沉管灌注桩施工与监理控制措施
3.
Deep Tube Perfusion Quality Control in High Buildings
高层建筑中沉管灌注桩桩基的质量控制
4.
Research on the Compacting Effects and Settlement Analysis of Y-shaped Tube-sinking Cast-in-situ Pile;
Y形沉管灌注桩挤土效应和沉降分析研究
5.
THE APPLICATION OF FILLING PILES WITH LARGE DIAMETER SINK-PIPE IN THE LONGJING BUILDING
大直径沉管灌注桩在龙景大厦工程中的应用
6.
The Study on Problems Caused by Design Mistakes on Sinking Pipe Cast-in-Place Piles;
沉管灌注桩设计失误导致的若干问题分析研究
7.
Study on the Reason of Quality for Tube Sinking Piles and Prevention and Remedies;
沉管灌注桩质量事故成因和预防补救措施研究
8.
Study on Design Theory and Construction Technology of Cast-in-Place Expanded Pile with Hammer Driven Casting;
锤击夯扩沉管灌注桩设计理论与施工技术研究
9.
Analysis and treatment for an accident of driven cast-in-place pile foundation of a commerieal residence building;
某商住楼沉管灌注桩基事故分析与处理
10.
Handling Methods of Insufficiency of Immersed Tube Packing Pile’s Bearing Ability of Grain Depot Project;
某粮库工程沉管灌注桩承载力不足的处理方法
11.
Analyses And Solutions to Common Quality Questions of Driven cast-in-place Piles;
沉管灌注桩常见质量问题浅析及预防措施
12.
Practical Example of Filling Pile with Vibro-sinking Technology in Nanjing Region;
南京地区振动沉管灌注桩技术应用实例
13.
Research on the Mechanism and Characteristics Behavior of Y-shaped Sinking Pipe Pile under Vertical Loads
Y形沉管灌注桩竖向承载机理及特性分析
14.
The artificial digs the bore stake to start construction the familiar quantity problem analysis
沉管灌注桩施工中常见质量问题及其防治措施
15.
Defects of Upper Part of Driven Cast-in-place Pile tested By Reflect Wave Method
反射波法检测沉管灌注桩上部缺陷实例分析
16.
Design and Construction of Triangle Section Pipe-Sinking-Filling Piles
三角形混凝土沉管灌注桩的设计与施工
17.
The quality problems and treatments in the construction of sinking pipe cast-in-place pile
沉管灌注桩施工中的质量问题及处理措施
18.
BEARING CAPACITY AND DEFORMATION CHARACTERISTIC OF A COMPOSITE FOUNDATION WITH DRIVEN CAST-IN-PLACE Y PILES
Y形沉管灌注桩复合地基荷载变形特性