Assessment Study on Impact of Pile Driving Vibration on Surrounding Houses

2012 ◽  
Vol 457-458 ◽  
pp. 325-329
Author(s):  
Luo Yi ◽  
Sen Wei Xia
Keyword(s):  
Social Problems ◽  
Ground Vibration ◽  
Engineering Practice ◽  
Pile Driving ◽  
Effective Management ◽  
Vibration Effect ◽  
Vibration Detection ◽  
Assessment Study

It’s common to see the dispute caused by pile driving construction vibration effect, which has become a concern of social problems. The paper analyzes the mechanism and law of ground vibration caused by the pile driving construction. Combined with the engineering practice, discussion about the defects in the criteria of vibration detection is presented. It is necessary to do assessment study on impact of pile driving vibration on surrounding houses. Project practice indicates that application of assessment study on impact of pile driving vibration on surrounding houses is an effective management.

scholarly journals Behavior for Ground Vibration for Pile Driving in Soft Ground

2010 ◽  
Vol 39 (5) ◽  
pp. 290-299
Author(s):  
Shigeyuki FUJIMORI ◽  
Takatomo ARAKI ◽  
Takaharu KAWAI ◽  
Kiyoshi HAYAKAWA ◽  
Tadanori NISHIMURA
Keyword(s):  
Ground Vibration ◽  
Pile Driving ◽  
Soft Ground

Research of Vibration Analysis and Monitoring during the Pile Driving

2013 ◽  
Vol 368-370 ◽  
pp. 1693-1696
Author(s):  
Ze Pei Xu ◽  
Xi Bing Li
Keyword(s):  
Impact Evaluation ◽  
Mechanical Vibration ◽  
Ground Vibration ◽  
Vibration Monitoring ◽  
Vibration Velocity ◽  
Pile Driving ◽  
Effect Evaluation ◽  
Monitoring Point ◽  
Surrounding Environment ◽  
Function Relationship

Ground vibration caused by pile driving is a kind of mechanical vibration, and the research of its characteristics is the premise of the effect evaluation on surrounding environment. With the engineering example by the analysis of vibration monitoring, the results show that the vibration frequency is low, and there is a power function relationship between the vibration velocity and the distance from monitoring point to the pile. It can be used for impact evaluation of vibration according to the fitting equation.

Instrumentation System for Ground Vibration Analysis During Sheet Pile Driving

2015 ◽  
Vol 38 (6) ◽  
pp. 20140275 ◽  
Author(s):  
Fanny Deckner ◽  
Kenneth Viking ◽  
Claire Guillemet ◽  
Staffan Hintze
Keyword(s):  
Vibration Analysis ◽  
Ground Vibration ◽  
Pile Driving ◽  
Sheet Pile

Evaluation of ground vibration effect of blasting operations in a magnesite mine

2009 ◽  
Vol 29 (4) ◽  
pp. 669-676 ◽  
Author(s):  
Hakan Ak ◽  
Melih Iphar ◽  
Mahmut Yavuz ◽  
Adnan Konuk
Keyword(s):  
Ground Vibration ◽  
Vibration Effect

scholarly journals Field Tests to Investigate the Penetration Rate of Piles Driven by Vibratory Installation

2017 ◽  
Vol 2017 ◽  
pp. 1-10 ◽  
Author(s):  
Zhaohui Qin ◽  
Longzhu Chen ◽  
Chunyu Song ◽  
Lei Sun
Keyword(s):  
Driving Force ◽  
Penetration Rate ◽  
Field Tests ◽  
Soil Conditions ◽  
Engineering Practice ◽  
Pile Driving ◽  
Slowing Down ◽  
Working Parameters ◽  
Shaft Friction ◽  
Vibratory Pile Driving

Factors directly affecting the penetration rate of piles installed by vibratory driving technique are summarized and classified into seven aspects which are driving force, resistance, vibratory amplitude, energy consumption, speeding up at the beginning, pile plumbness keeping, and slowing down at the end, from the mechanism and engineering practice of the vibratory pile driving. In order to find out how these factors affect the penetration rate of the pile in three major actors of vibratory pile driving: (i) the pile to be driven, (ii) the selected driving system, and (iii) the imposed soil conditions, field tests on steel sheet piles driven by vibratory driving technique in different soil conditions are conducted. The penetration rates of three different sheet pile types having up to four different lengths installed using two different vibratory driving systems are documented. Piles with different lengths and types driven with or without clutch have different penetration rates. The working parameters of vibratory hammer, such as driving force and vibratory amplitude, have great influences on the penetration rate of the pile, especially at the later stages of the sinking process. Penetration rate of piles driven in different soil conditions is uniform because of the different penetration resistance including shaft friction and toe resistance.

scholarly journals Effect of Pile Driving on Ground Vibration in Clay Soil: Numerical and Experimental Study

2021 ◽  
Author(s):  
Hirad Shamimi Noori ◽  
Reza Shirinabadi ◽  
Ehsan Moosavi ◽  
Mehran Gholinejad
Keyword(s):  
Experimental Study ◽  
Clay Soil ◽  
Ground Vibration ◽  
Pile Driving

scholarly journals Vibration Effect Induced by Rock Breaking Technology Based on Dry Ice and Energy-gathered Agent in Trench Excavation

2022 ◽  
Vol 2148 (1) ◽  
pp. 012023
Author(s):  
Wu Ye ◽  
Yong Lu ◽  
Lingzhi Xi ◽  
Qiang Zhang ◽  
Shaobin Hu
Keyword(s):  
Rock Breaking ◽  
Vibration Velocity ◽  
Engineering Practice ◽  
Dry Ice ◽  
Hypocentral Distance ◽  
Oil Pipeline ◽  
Vibration Effect ◽  
Velocity Waveform ◽  
Site Test ◽  
Trench Excavation

Abstract Rock breaking technology based on dry ice and energy-gathered agent has been developed and successfully applied in trench excavation for construction of oil pipeline. The vibration velocity waveform induced by this technology was monitored in site test to determine the attenuation law of vibration velocity with hypocentral distance. The results show that this rock breaking technology is effective method of trench excavation. It does not excessively damage the adjacent rock mass, ensuring the integrity of ditch walls. The vibration velocity induced by this technology is decay with the increase of hypocentral distance. At the hypocentral distance of 10m, the vibration velocity reduces to less than 20mm/s, which meets the requirements of the safety standard of blasting vibration in general buildings engineering. The results of this experiment have an important guiding effect on the field engineering practice and application of rock breaking technology based on dry ice and energy-gathered agent.

scholarly journals Use of in-filled trenches to screen ground vibration due to impact pile driving: experimental and numerical study

Heliyon ◽  
2018 ◽  
Vol 4 (8) ◽  
pp. e00726 ◽  
Author(s):  
Pubudu Jayawardana ◽  
R. Achuhan ◽  
G.H.M.J. Subashi De Silva ◽  
D.P. Thambiratnam
Keyword(s):  
Numerical Study ◽  
Ground Vibration ◽  
Pile Driving

scholarly journals Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion

2019 ◽  
Vol 2019 ◽  
pp. 1-13 ◽  
Author(s):  
Huayuan Ma ◽  
Mingshou Zhong ◽  
Xinghua Li ◽  
Quanmin Xie ◽  
You Zhou ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Natural Gas ◽  
Ground Vibration ◽  
Gas Pipeline ◽  
Experimental Results ◽  
Maximum Speed ◽  
Impact Compression ◽  
Time Frequency ◽  
Vibration Effect ◽  
Natural Gas Pipeline

In this paper, the explosion experiment of the OD1422-X80 natural gas pipeline was carried out. The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the physical explosion process, and the subsequent gas explosion did not produce strong vibration. Based on the ANSYS/LS-DYNA platform, a numerical calculation model of this experiment was established. The numerical results agreed well with the experimental results. Simulation and experimental results showed that when the gas pressure in the pipe was lower than 7 MPa, the pipeline cracks stop growing. The maximum speed of the pipe wall moving outward reached 50 m/s, which formed a huge impact compression effect on the surrounding soil. This state spread to distant places and gradually decayed into an elastic stress wave, which formed a ground vibration effect. Time-frequency analysis was introduced into the vibration signal processing. The analysis results showed that the main frequency of pipeline explosion vibration was distributed around 10 Hz and had a long duration. The research results provided a reference for subsequent gas pipeline explosion test and numerical simulation research.

Sign in / Sign up

Export Citation Format

Share Document