Foundation, Concrete and Earthquake Engineering

Pile foundation

Earthquake

What is Pounding? Structural and Foundation Issues of Pounding














Foundation design



Contact Pressure Distribution Beneath Footing

Concrete Properties

Concrete Roof and Floor Surfaces

Relation Between Compressive and Tensile Strength of Concrete

Quality of water in concrete Mix

Storage of Cement

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Why are Clays Chosen as Pile Drilling Slurry?

In bored pile construction drilling slurry plays an important role. The slurry is produced by mixing clay with water. Interestingly water can be used as drilling fluid alone under specific condition, only clays, not other types of soil, can be used as drilling slurry.


History of clay drilling slurries


Drilling slurries were being used successfully in oil well drilling projects conducted over the last 100 years. Thus when issues are drilling of foundation pile, we have large practical and technical knowledge about applying slurry displacement method. After the second world war, this method became popular  in Texas in drilling shaft construction projects. But in such early applications of this method soil- based (containing clay) drilling slurries were used to penetrate holes into the ground. 

After this casing was introduced to stabilize the hole for drilled shaft construction. Considering difficulties with casing application, development of drilling slurry was inevitable and finally in the 1960’s casing was eliminated by the application of processed clay slurry; synthetic slurry was not yet introduced, just processing mineral clay to have better advantages.

Unfortunately properties of processed minerals cannot be controlled as desired. Two researchers, the Touma and Reese was first conducted extensive tests on these slurries under a research conducted jointly by the Texas Highway Department and University of Texas in 1972; the objective of this research was to explore physical properties of mineral slurries to avoid failures of drilling projects observed in mid-1970’s and to determine a proper method of preparing and reusing of drilling slurries. 


What are the types of pile drilled with slurry?


The pile type that will be discussed is cast-in-drilled-hole piles, known as CIDH pile. The name is self-descriptive i.e. holes are drilled into the ground to desire elevation which will be filled by concrete having reinforcement skeletal. Such pile is most popular and very common to us. Procedure seems very simple under good ground conditions.


In defining good ground condition, let us consider an ideal condition where drilled holes remain in desired shape and can be kept uncaved until concrete is poured. This condition is very unlikely to happen in the site and geotechnical engineer need to choose an appropriate method to overcome this problem. Main difficulties in drilling is cave-in; thus it is difficult to drill angular piles and ground water make it impossible. So installation of CIDH piles are possible if dewatering can be done effectively (without much effort) and casing is not used for concreting.

Another approach is frequently using which doesn’t require neither casing nor favourable conditions exist on the site; this is slurry displacement method. The advantage of slurry displacement method over drilling with casing is while removal of casing some defects may left in concrete.

 Now question is

Why clays are required for drilling purposes of pile?

To answer this question, it is required to discuss principles of drilling slurry usage:

Let’s start, the objective of using slurry in excavation to produce positive hydrostatic pressure to keep excavated wall intact without collapse. Here we are discussing excavation of piles without casing or uncased portion of excavation.

The positive hydrostatic pressure must need a media to transfer stress to the walls of any excavation. This medium is produced by the filtration of slurry into the excavated surface. This medium is called filter cake. Mineral slurry like bentonite clay result formation of filter cake by deposition of clay solids into the permeable formation. Thus the filter cake renders the unstable permeable ground formation around a drilled hole thick viscous surface against which hydrostatic pressure can be exerted.

The depth of these permeation zone may vary from inches to feet which depends on ground formation through which drilling is progressed and type of drilling slurry. Now two new terms are appeared one is positive hydrostatic pressure and filter cakes; the details of these terms are presented below:

What is positive hydrostatic pressure?


Positive hydrostatic pressure is produced by charging a column of fluid into the drilled hole, this is nothing but a pressure in excess of interstitial pressure of soil layer encountered around drilling process, known as pore pressure as shown in figure-(1)


1 atmosphere
=14.7 Pound per square inch (psi)

=Hydrostatic pressure exerted by       33 feet height water column


It has been found in previous experiences that about 6~7 feet column of water is generally sufficient to make an excavation stable. This value is equivalent to 3 pounds per square inch or 0.2 atmosphere. A more convenient way to figure out 3 pounds per square inch is to imagine a 432 pounds on a square foot of excavated wall. This pressure is apparently adequate under standard operating practices to keep holes open.


Thus positive hydrostatic pressure is the hydrostatic pressure beyond and above which ground water exert in ward pressure to excavated surface(figure - 2). Assume a ground condition where static ground water table lies 15 feet below ground level and to keep excavated hole open we have to provide a fluid column of 7 feet above this level (GWT level); fluid level, more precisely, slurry level should be maintained at 8 feet below ground surface. One can fill the entire hole with slurry but in most cases, it is not necessary. On the other hand excess hydrostatic pressure of slurry may result penetration of fluid into the soil.

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