Abstract:
Ground vibration induced during the construction work becomes annoying for the neighboring
community and eventually a great headache for the project management team due to continues
complaints from the community. This study focused on the ground vibration generation during
in-situ cast bored piling, since bored piling is becoming popular and mainly going on in highly
urbanized areas. Effect of vibration to public can identify in two different ways as perception
levels of vibration to human body and the effect of vibration to dwellings or any other
structures, which cause public alert on vibration. The defined levels for either case is taken
from the “Transportation and construction vibration guidance manual” released by California
Department of Transportation in 2013 and ISO 4866:1990 (E) standards which also accepted
by the Central Environmental Authority of Sri Lanka.
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Generally, in bored piling, the ground vibration is generating when drilling through rock
layers, especially in hard rock layers. A tool called core barrel is used to cut the perimeter of
the rock. To cut the rock a special part is attached to the core barrels called a “Bullet teeth”
which is consisted with tungsten carbide tip. Another option available for bullet teeth is called
the “Roller bits” which consists of Tungsten carbide tips and use a different mechanism from
bullet teeth. This study focused on the comparison of the effectiveness of tools with “Roller
bits” and tools with “Bullet teeth” in terms of cost and time consumption and in terms of
minimization of public nuisance. In this study a construction site was identified which adopted
both types of tools in two different phases of the same project. It was observed that the other
factors were same for both phases and the comparison was mainly on the two tool types used.
Based on the vibration levels obtained through site vibration measurements, it is found that
the levels of vibration generated during piling operation has affected human perception levels
which make them annoying according to “Transportation and construction vibration guidance
manual” released by California Department of Transportation in 2013. And the level of
vibration generated has exceeded the level stipulated by the Central Environmental Authority
of Sri Lanka for Category 4 structures and Category 3 structures for certain occasions.
From the study it is found that the penetration rates are almost same for both cases but the
difference in cost for pile shows apparently higher in the case 1, which was done with “Bullet
teeth”. The difference in cost is about 3.9% approximately. It is found during the cost analysis
that the difference is mainly due to the cost of rectification work in the case which used “Bullet
teeth” tools for pile boring. And the summary of field vibration monitoring also shows a
reduction of about 20% in the average of maximum values, in the case which used "Roller bit”
tools for boring work. Based on above findings it is beneficial to use “Roller bit” buckets for
bored in-situ cast piling operations instead of “Bullet teeth” tools, especially in highly
urbanized areas with sensitive buildings.
From the data obtained in this study based on the consumption and unit price, it is noted that
the difference in the cost of Bullet teeth and the Roller bit is about 15.1% higher in using Roller
bits. Hence it is important to monitor the performance of operation closely with the
consumption of “Roller bits” since the consumption may vary with the operating skill of
Rotary drilling machine.
Citation:
Kulathunga, D.D.C.D. (2019). Effectiveness of using roller-bit buckets to minimize ground vibration generation in bored piling [Master’s theses, University of Moratuwa]. Institutional Repository University of Moratuwa. http://dl.lib.mrt.ac.lk/handle/123/16212