Javascript must be enabled to continue!
Research on deformation control and prevention measures of pile anchor support system in foundation pit
View through CrossRef
Abstract
With the rapid development of urban modernization, the pile anchor support system has been widely used in the deep foundation pit project. Because the deformation of the pile anchor support system directly affects the overall stability of the foundation pit and brings serious potential safety accidents to the construction of the deep foundation pit, avoiding the deformation of the pile anchor support system can effectively prevent the occurrence of the construction safety accidents of the deep foundation pit. Based on many years of construction experience, the deformation rule of pile anchor support system of deep foundation pit is taken as the research object. This paper starts from the scheme design of pile anchor support system and the monitoring data of the foundation pit, and combines with the actual deformation of the pile anchor support system in the construction site, summarizes the causes and prevention measures of the deformation of the pile anchor support system in the construction stage. The research results show that in the initial stage of construction, the top of the pile anchor support system inclines forward to the pit and gradually changes into a bow shape. This kind of deformation is related to the increase of excavation depth and the erosion of active soil pressure area by surface water. In the later stage of construction, the deformation of the top of the foundation pit converges and the bottom of the pile anchor support system protrudes into the pit, which is related to the erosion of the passive soil pressure area by rainwater and the embedded depth of the pile foundation.
Title: Research on deformation control and prevention measures of pile anchor support system in foundation pit
Description:
Abstract
With the rapid development of urban modernization, the pile anchor support system has been widely used in the deep foundation pit project.
Because the deformation of the pile anchor support system directly affects the overall stability of the foundation pit and brings serious potential safety accidents to the construction of the deep foundation pit, avoiding the deformation of the pile anchor support system can effectively prevent the occurrence of the construction safety accidents of the deep foundation pit.
Based on many years of construction experience, the deformation rule of pile anchor support system of deep foundation pit is taken as the research object.
This paper starts from the scheme design of pile anchor support system and the monitoring data of the foundation pit, and combines with the actual deformation of the pile anchor support system in the construction site, summarizes the causes and prevention measures of the deformation of the pile anchor support system in the construction stage.
The research results show that in the initial stage of construction, the top of the pile anchor support system inclines forward to the pit and gradually changes into a bow shape.
This kind of deformation is related to the increase of excavation depth and the erosion of active soil pressure area by surface water.
In the later stage of construction, the deformation of the top of the foundation pit converges and the bottom of the pile anchor support system protrudes into the pit, which is related to the erosion of the passive soil pressure area by rainwater and the embedded depth of the pile foundation.
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...
Suction Anchors
Suction Anchors
Abstract
The development of self-burying suction anchors is described and data on pull-out forces presented for both inverted-cup and solid hemispherical types em...
Study on Deformation Characteristics of Deep Foundation Pit Soil and Retaining Structure of Subway Station in Guangzhou Area With Composite Strata
Study on Deformation Characteristics of Deep Foundation Pit Soil and Retaining Structure of Subway Station in Guangzhou Area With Composite Strata
The excavation of the deep foundation pit of subway station may cause excessive deformation of foundation pit and retaining structure and then pose a threat to the safety of surrou...
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...
Deformation Behavior of Deep Foundation Pit under Both Overloading and Unloading Conditions
Deformation Behavior of Deep Foundation Pit under Both Overloading and Unloading Conditions
A deep foundation pit in a station of the Hangzhou subway is adjacent to new high-rise residential buildings on the north side and to the Evergrande foundation pit being excavated ...

