Methods of boring ppt

Soil exploration

1. Maulana Azad National Institute of Technology Bhopal Department of Civil Engineering Methods of Boring Presented By- Rakesh Ahirwar S.N. 202111105 Branch- Geotechnical Engineering

2. INDEX Boring Types of Boring Auger boring Shell and auger boring Wash boring Percussion boring Rotary drilling Reference

3. Boring Making or drilling bore holes into the ground with a view to obtained soil or rock samples from specified or known depth is called ‘boring’ The object of site investigation is to obtain reliable, specific and detailed information about the soil/rock and groundwater conditions at a site for enabling engineers in the safe and economic design and execution of engineering works. The member and spacing of borings/test pits depends on the type and size of foundations and extent of variation in soil conditions. IS 1892 gives the detail of depth of boring.

4. Types of Boring The  types of boring  methods commonly adopted for soil exploration are as under :- Auger boring Shell and Auger boring Wash boring Percussion boring Rotary boring

5. Auger boring: Soil auger’ is a device that is useful for advancing a bore hole into the ground. Augers may be hand-operated or power-driven; the former are used for relatively small depths (less than 3 to 5 m), while the latter are used for greater depths. The soil auger is advanced by rotating it while pressing it into the soil at the same time. It is used primarily in soils in which the bore hole can be kept dry and unsupported. As soon as the auger gets filled with soil, it is taken out and the soil sample collected. Hand Operated Augers Power Driven Augers

6. Hand Operated Augers

7. Power Driven Augers

8. Shell and auger boring: In this method different type of tools have to be adopted for boring. In case of soft to stiff clay, cylindrical auger consisting of a hollow tube of  75  to 200mm in diameter with a cutting edge at its bottom is used. In case of various stiff and hard clay, shells with cutting edge or teeth at lower end are to be adopted while in case of sandy soil, shells or sand, pumps are used for boring. By this method it is possible to make vertical boring up to 200 mm in diameter and 25 m in depth by use of a hand rig. By use of mechanical rig it is possible to extend the depth of the bore hole up to 50 m. The samples of the soil are recovered at regular intervals (or whenever there is a change in strata) for conducting tests in laboratory for identification of soils and establishing properties of the sub-soil strata at various depths.

9. Shell and auger boring:

10. Wash boring: For test boring over 3 meter in depth, this method can be conveniently used. In this method a hollow steel pipe known as casing pipe or drive pipe is driven into the ground for a certain depth. Then a pipe usually known as water jet pipe or wash pipe, which is shorter in diameter, is lowered into the casing pipe. At its upper end, the wash pipe is connected to water supply system while the lower end of the pipe is contracted so as to produce jet action. Water under considerable pressure is forced down the wash pipe. The hydraulic pressure displaces the material immediately below the pipe and the slurry thus formed is forced up through the annular space between the two pipes. The slurry is collected and samples of material encountered are obtained by settlement. 

11. Wash boring: In this process the particles of finer material like clay, loam etc. do not settle easily and the larger and heavy particles of the soil may not be brought up at all. Moreover, the exact position of a material in the formation cannot be easily be located. However the change of stratification can be guessed from the rate of progress of driving the casing pipe as well as the color of slurry flowing out. Yet the results obtained by wash boring process give fairly good information about the nature of the sub-soil strata. This method can be adopted in soft to stiff cohesive soils and fine sand.

12. Wash boring:

13. Percussion boring: This method consists of breaking up of the sub-strata by repeated blows from a bit or chisel. The material thus pulverized is converted into slurry by pouring water in the bore. At intervals the slurry is bailed out of the hole and dried for examination. This method can be adopted in rocks and soils having boulders. However this method is not recommended for loose sand or clayey soils.

14. Rotary drilling: When rocks or hard pans are to be penetrated for examination, core drilling is done to get undisturbed samples of the formation. In this process a hole is made by rotating a hollow steel tube having a cutting bit at its base. The cutting bit makes an annular cut in the strata and leaves a cylindrical core of the material in the hollow tube. Two types of cutting bits are generally used, namely, diamond bit and shot bit. Diamond bit consists of industrial diamonds set in the face of the bit and in shot bit, chilled shot is used as an abrasive to cut the hard pan. When core samples of small diameter are needed, diamond bit is preferred.

15. Rotary drilling:

16. Reference NPTL, https :// nptel.ac.in/content/storage2/courses/105108069/mod01/lec01.pdf Google for images.

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