Inadvertent returns of the drilling fluid to the surface are often a significant issue for HDD installations. Even though the drilling fluid is usually a non-toxic fluid containing mainly fresh water and 1% to 3% bentonite, accidental surface returns can be detrimental. The risk of inadvertent returns can be reduced by proper HDD design and good drilling practices.
Hydro-fracture occurs in non-fissured cohesive soils when the pressure gradient in the borehole exceeds the formation pressure gradient. This happens when the drilling fluid pressure exceeds the strength and confining stress of the surrounding soils. Under these conditions, the pressure fractures the soil around the borehole wall and allows the drilling fluid to escape the annulus. The likelihood of this occurring is often modeled with the cavity expansion model
The cavity expansion model can be used to calculate the estimated maximum allowable drilling fluid pressure in a borehole. The risk of hydrofracture can be evaluated by calculating the maximum allowable pressure with the following cavity expansion equation (often referred to as the Delft Equation). The minimum required pressure needs to be considerably lower than the maximum allowed pressure to reduce the chance of hydrofracture.
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๐ = ๐พ๐ค๐๐ก๐๐ย โ (โ๐ค)
๐พ๐ค๐๐ก๐๐ = Unit weight of water above the groundwater (lb/ft3)
โ๐ค = Depth of the bore below groundwater elevation (ft)
๐พ๐คย = ๐พ๐ ๐๐๐ย โ ๐พ๐ค๐๐ก๐๐
ฮณsoil = Unit weight of soil above the groundwater (lb/ft3)
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htotal = Depth of the bore below ground surface (ft)
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๐0 = ๐พ๐คย โ โ๐ก๐๐ก๐๐
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ฮฆ = Soil friction angle (degree)
R0 = Borehole radius (inch)
C =Cohesion coefficient (lb/ft2)
G = Shear modulus of soil (lb/ft2)
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ฯmudย = Unit weight of drilling fluid (lb/gal)
Lboreย = Distance from the rig entry point (ft)
Borediameterย = Borehole diameter (inch)
dpipeย = Drill or pipe product outside diameter (inch)
ยตp1ย = Viscosity of drilling fluid (cP)
ฯy = Yield point of drilling fluid (lb/100ft2
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Horizontal Directional Drilling Hydraulic Fracture Analysis