Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Bore Pile Foundation Construction without Caused Fine Cracks at Three Heritage Building

View through CrossRef
Bore pile foundation close heritage building should be no damage. Install the bore pile process had to perfect, nonporous concrete, no necking, no sliding soil, no mixed deep water, Objective the construction of bore pile near heritage buildings did not deformation and no crack. The case study methodology was surveying the process of the installation bore pile at the soft soil. Analyzing the results of the loading test, the process of installing bore piles with limited space, without damaging heritage buildings. Monitoring will determine the success of the bore pile structure, including a slight decrease in the water table in the area and outside the building site. The vibration drill equipment damped by the trench so that it was safe from cracks in the heirloom building. Monitor the mud content in the water that went out at bore done of soil, monitor concrete every 2 m depth of bore pile the volume of concrete the heirloom building was not damaged. Axial bore pile test, lateral test according to design.
Title: Bore Pile Foundation Construction without Caused Fine Cracks at Three Heritage Building
Description:
Bore pile foundation close heritage building should be no damage.
Install the bore pile process had to perfect, nonporous concrete, no necking, no sliding soil, no mixed deep water, Objective the construction of bore pile near heritage buildings did not deformation and no crack.
The case study methodology was surveying the process of the installation bore pile at the soft soil.
Analyzing the results of the loading test, the process of installing bore piles with limited space, without damaging heritage buildings.
Monitoring will determine the success of the bore pile structure, including a slight decrease in the water table in the area and outside the building site.
The vibration drill equipment damped by the trench so that it was safe from cracks in the heirloom building.
Monitor the mud content in the water that went out at bore done of soil, monitor concrete every 2 m depth of bore pile the volume of concrete the heirloom building was not damaged.
Axial bore pile test, lateral test according to design.

Related Results

Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
ABSTRACT Present methods of pile group analysis are either limited to special geometric cases or do not consider pile-soil-pile interaction. An analytical procedu...
Model Test of Jacked Pile Penetration Process Considering Influence of Pile Diameter
Model Test of Jacked Pile Penetration Process Considering Influence of Pile Diameter
In order to investigate the influence of different diameters on pile end resistance, pile side resistance, pile axial force and pile force transmission law of jacked pile penetrati...
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
With the rapid development of urbanization and infrastructure construction, the requirements for the foundation design of high-rise buildings and large bridges are increasing. Pile...
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
ABSTRACTThe spiral heat exchanger of the energy pile groups is divided into multiple segments. Each heat exchanger segment is regarded as a three‐dimensional spiral heat source of ...
Pile Driving Measurements On The Heather Platform Installation
Pile Driving Measurements On The Heather Platform Installation
Abstract The first leg piles of the Heather Platform were instrumented using strain transducers and accelerometers that were attached to the pile just below its t...
A Comparative Study Between-Small Bore and Large Bore Tubes for Therapeutic Pleural Drainage
A Comparative Study Between-Small Bore and Large Bore Tubes for Therapeutic Pleural Drainage
Introduction: Pleural effusions due to various pulmonary and extra pulmonary causes are common clinical problems. Some pleural diseases require therapeutic pleurocentesis to decomp...
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Pile clamping mechanism with hydraulic static pile driver has advantages of convenient for the design, improvement and use. The maximum transmission pile driving force of pile clam...
Application of GPS in pile foundation (PHC)
Application of GPS in pile foundation (PHC)
This study focuses on the problems of insufficient or excessive depth of pile foundation embedding and excessive pile displacement in pile foundation construction. By introducing g...

Back to Top