scholarly journals The Study on Construction Technique about The Reinforced Concrete Retaining Wall’s Lateral Displacement Repairing

2018 ◽  
Vol 175 ◽  
pp. 02006
Author(s):  
HAN Shang Yu ◽  
LI Kai Ren ◽  
Qiu Fang
Keyword(s):  
Quality Control ◽  
Reinforced Concrete ◽  
Lateral Displacement ◽  
Retaining Wall ◽  
Wall Structure ◽  
Control Points ◽  
Construction Process ◽  
Lateral Deformation ◽  
Construction Technique

Based on the stress characteristics and the composition of lateral deformation about retaining wall structure, a kind of lateral displacement repairing construction technique of reinforced concrete retaining wall is proposed. Meanwhile, the process principle, construction process and quality control points of the technique are systematically analyzed in this paper. From the application effect of site engineering, the construction proposed in the paper has good engineering benefit and promotion value.

The Construction of the Later Poured Band and Quality Control

2014 ◽  
Vol 926-930 ◽  
pp. 661-664
Author(s):  
Min Chen
Keyword(s):  
Quality Control ◽  
Reinforced Concrete ◽  
Body Temperature ◽  
Construction Technique ◽  
High Rise ◽  
Concrete Body ◽  
Contraction Stress

Setting the late poured band is to solve different settlement between high-rise buildings and to settle the reinforced concrete body temperature--contraction stress. In addition, it effectively avoids the harmful cracks caused by the reinforced concrete body. So it is vital to set the late poured band and organize the correct construction. This paper aims at elaborating types of post pouring belt, construction preparation, construction technique, quality and so on.

scholarly journals Evaluation of Photogrammetry and Inclusion of Control Points: Significance for Infrastructure Monitoring

Data ◽  
2019 ◽  
Vol 4 (1) ◽  
pp. 42 ◽  
Author(s):  
Renee Oats ◽  
Rudiger Escobar-Wolf ◽  
Thomas Oommen
Keyword(s):  
Laser Scanning ◽  
Retaining Wall ◽  
Control Point ◽  
Wall Structure ◽  
Control Points ◽  
Point Selection ◽  
Cloud Data ◽  
Infrastructure Monitoring ◽  
Mode Behavior ◽  
The Impact

Structure from Motion (SfM)/Photogrammetry is a powerful mapping tool in extracting three-dimensional (3D) models from photographs. This method has been applied to a range of applications, including monitoring of infrastructure systems. This technique could potentially become a substitute, or at least a complement, for costlier approaches such as laser scanning for infrastructure monitoring. This study expands on previous investigations, which utilize photogrammetry point cloud data to measure failure mode behavior of a retaining wall model, emphasizing further robust spatial testing. In this study, a comparison of two commonly used photogrammetry software packages was implemented to assess the computing performance of the method and the significance of control points in this approach. The impact of control point selection, as part of the photogrammetric modeling processes, was also evaluated. Comparisons between the two software tools reveal similar performances in capturing quantitative changes of a retaining wall structure. Results also demonstrate that increasing the number of control points above a certain number does not, necessarily, increase 3D modeling accuracies, but, in some cases, their spatial distribution can be more critical. Furthermore, errors in model reproducibility, when compared with total station measurements, were found to be spatially correlated with the arrangement of control points.

On Steel Pipe Concrete Composite Column Construction

2013 ◽  
Vol 321-324 ◽  
pp. 259-263
Author(s):  
Hao Chen ◽  
Yi Mo
Keyword(s):  
Quality Control ◽  
Reinforced Concrete ◽  
Steel Tube ◽  
Concrete Column ◽  
Control Points ◽  
Reinforced Concrete Column ◽  
Construction Quality ◽  
Composite Column ◽  
Total Height ◽  
Practical Engineering

A landmark building is located in yuzhong zone , Chongqing . That there is 5 floors in the underground, 58 floors on the ground.And the total height is 272.4 meters. Combined with practical engineering focuses ,this paper introduces the steel tube-reinforced concrete column construction quality control points and difficulties.

scholarly journals Dynamic Numerical Analysis of Displacement Restraining Effect of Inclined Earth-Retaining Structure during Embankment Construction

2019 ◽  
Vol 9 (11) ◽  
pp. 2213 ◽  
Author(s):  
Su-Won Son ◽  
Minsu Seo ◽  
Jong-Chul Im ◽  
Jae-Won Yoo
Keyword(s):  
Numerical Analysis ◽  
Maximum Stress ◽  
Lateral Displacement ◽  
Retaining Wall ◽  
Field Tests ◽  
Front Wall ◽  
Construction Process ◽  
Construction Methods ◽  
Excavation Process ◽  
The Stability

Retaining walls are generally used for temporary installations during the excavation process of a construction project. They are also utilized to construct embankments in order to extend a railway facility. In this case, a retaining wall is installed during the construction process and contributes to the resistance of large amounts of stress, including the railway load. However, it is generally difficult to retain walls to maintain their stability. Therefore, alternative construction methods, such as the use of an inclined earth-retaining wall, have been utilized to suppress the lateral displacement. The stability is verified in advance through field tests; however, the maximum stress acting on the railway is thought to be the concentrated railway load. In this study, a two-dimensional numerical analysis was conducted by changing the railway load to a dynamic load. The analysis was applied according to the number of H-piles of the same length (10 m) when only the front wall was installed and when a back support was also applied. It was determined that the lateral displacement of the latter case is smaller than that of the former, whereas the resistance to dynamic loading of the former case is greater.

The Influence of Vertical Loads on Lateral Deformation of Steel Reinforced Concrete Column

2013 ◽  
Vol 639-640 ◽  
pp. 782-785
Author(s):  
Jia Jia Tian ◽  
Hong Li
Keyword(s):  
Reinforced Concrete ◽  
Influencing Factors ◽  
Lateral Displacement ◽  
Concrete Columns ◽  
Concrete Column ◽  
Lateral Deformation ◽  
Reinforced Concrete Column ◽  
Reinforced Concrete Columns ◽  
Steel Reinforced Concrete ◽  
Maximum Lateral Displacement

The influence of vertical loads on steel reinforced concrete column is analyzed, based on the maximum lateral displacement of 2 different steel reinforced concrete columns under different vertical loads. The vertical loads, the section properties of the steel reinforced concrete column and horizontal loads are the influencing factors.

scholarly journals Study on Quality Control of Drilling Fluid

2018 ◽  
Vol 2 (1) ◽  
Author(s):  
Bai Jin Heng
Keyword(s):  
Quality Control ◽  
Drilling Fluid ◽  
Present Situation ◽  
Construction Process ◽  
Construction Technique ◽  
System Composition ◽  
Drilling Engineering ◽  
The Future

Drilling fluid is an important construction technique in the drilling engineering. However, because of the influence of present situation of domestic drilling geological, drilling fluid has not yet been paid sufficient attention. During the construction process, there is not enough professional personnel and apparatus, the fluid recipes are in mess, and they can’t meet different kinds of formations, which cause that the efficiency of the drilling work is low and accidents in the hole happens frequently. This passage which is based on the characteristics and principles of quality control in each section of drilling fluid studies on the quality control, the system composition and how to ensure quality in details. It is also hoped to have the certain value and significance for the future quality control of drilling fluid.

scholarly journals Analysis on Construction Quality Control Technology of Reinforced Concrete Shear Wall Structure

2018 ◽  
Vol 1 (4) ◽  
pp. 117
Author(s):  
Ting Zhou
Keyword(s):  
Quality Control ◽  
Reinforced Concrete ◽  
Construction Projects ◽  
Construction Project ◽  
Shear Wall ◽  
Wall Structure ◽  
Control Technology ◽  
Continuous Development ◽  
Construction Quality ◽  
Construction Enterprises

In the process of continuous development of construction enterprises, new requirements have been put forward for construction projects. By strengthening the construction quality control of reinforced concrete shear wall structure, the construction level of reinforced concrete can be continuously improved, the construction quality can be guaranteed, and the construction project can be successfully completed, which is worthy of extensive application and promotion in construction enterprises, thus providing a broader development space for construction enterprises.

Development and Application of Quality Control System for Highway Subgrade Construction

2019 ◽  
Vol 2 (5) ◽  
Author(s):  
Tong Wang
Keyword(s):  
Quality Control ◽  
Real Time ◽  
Detection Method ◽  
System Development ◽  
Effective Control ◽  
Construction Process ◽  
Development Mode ◽  
The Road ◽  
Whole Process

The compaction quality of the subgrade is directly related to the service life of the road. Effective control of the subgrade construction process is the key to ensuring the compaction quality of the subgrade. Therefore, real-time, comprehensive, rapid and accurate prediction of construction compaction quality through informatization detection method is an important guarantee for speeding up construction progress and ensuring subgrade compaction quality. Based on the function of the system, this paper puts forward the principle of system development and the development mode used in system development, and displays the development system in real-time to achieve the whole process control of subgrade construction quality.

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