MicroPiles

MicroPiles

 Introduction

  • Micropile [Micro piles are a  deep foundation elements with a small diameter of up to 300 mm, by means of which loads from the superstructure are transferred to lower-lying, load-bearing soil layers through skin friction] can be both drilled and grouted and have a small diameter. The steel elements in a pile are bonded into the bearing rock or soil with cement grout’s help. These piles can be quickly installed in various kinds of ground with the use of drilling equipment.

  • The micro-pile application has significantly extended to slope protection, ground improvement, and bearing capacity for various superstructures. Typically, the micropile diameter varies up to 300 mm. It can be cased or uncased, reinforced cage or single bar of designed diameter inside the micropile depending upon the type of application and loading conditions.   

  • Micro-pile performs as an excellent replacement for conventionally drilled shaft piles. Pile drill rigs allow installation in restricted access and low headroom interiors, allowing facility upgrades with minimal disruption to normal operations.

  • Micro piles can transfer tensile, compression and alternating loads. Typical applications are the foundation or strengthening of existing foundations of structures (e.g. buildings, bridges, retaining walls, masts etc.) or uplift restraint for structures in groundwater.

  • Micropile can be catgeorized in two types, Self drilling Hollow bar and Solid Bar 

  • HOLLOW BAR PILES

  • Hollow bar piles [self drilling hollow bar pile ]consist of three main components:

  • the pile head,
  • the steel tendon or compression member - includes coupler and
  • lost drill bit - and
  • the grout body [By changing the drill bit at the end of the hollow bar, micropiles can be installed into practically any soil or weathered/weak rock type]
  • The steel tendon or compression member is a hollow steel bar with a cold rolled round thread and can therefore be cut or joined at any desired point.

Common Uses

  • Provide structural support
  • Underpin foundations
  • Enhance mass stability
  • Transfer loads

Technical Details

  • Micropiles are also known as minipiles, pin piles, needle piles, and root piles. The micropile casing generally has a diameter in the range of 3 to 10 inches.  typically an all-thread bar, is. The finished micropile (minipile) resists compressive, uplift/tension, and lateral loads and is typically load tested in accordance with ASTM D 1143 (compressive), ASTM D 3689 (uplift/tension), and ASTM D 3966 (lateral). Capacities vary depending on the micropile size and subsurface profile. Allowable micropile compressive capacities of more than 500 tons have been achieved.
  • This technique has been used to support most types of structures.
  • Micropiles can serve to “stitch” the soil together within predicted shear zones to enhance mass stability. In liquefiable profiles, micropiles can transfer loads to competent bearing strata to follow seismic design requirements.

For planned foundations in areas with multiple underground utilities, utility re-routing may be avoided. Limited access equipment can eliminate the need to modify or shutdown facility operations. Additionally, micropiles greatly alleviate the quality assurance concerns associated with cast-in-place piling in weak soils.

Service Life [ Corrosion Protection of Micropile ]

  • Temproray application : 2 Years 
  • Self drilling Permenant MicroPiles : 50 Years
  • Solid Bar Permenant Micropile : Up to  100 Year for Double corrosion protection bars, Other categroies of bars are available according to target service life according to soil aggresivity Using Sacrifical bar can be an option by means of adding larger bar size that are allowed to corrode during service life, not recommended into tension
  • Galvanized Bar is another option, for more details about service life our team will assist finding out the best choice 

What is a hollow bar micropile?

Hollow bar  anchors are manufactured from high yield micro alloy steel tubing. Hollow bars  are installed using the injection bored method, which involves pumping at  pressure a cementious grout while the anchor is drilled into the grout. This  method has many geotechnical benefits and it improves a project’s overall  efficiency.

Advantages of Micropiles:

  • Fast one-step installation
  • Simultaneous drilling and grouting
  • Allows the use of smaller equipment at lower cost
  • Allows low overhead, limited access installation
  • Improves the ground (densification)
  • Offers higher skin friction
  • Total single corrosion protection by design
  • No Vibration during installation of piles
  • Micropile design Manual - Download Link 
  • Drill hole diameters for micropiles
  • System description 
  • Single and Double Protection accessories 
  • Tension and compression micropiles components 

Main standards for steel nuances

  • Europe : EN 10083-1​
  • UK :  EN 10083-1 ​
  • USA :  EN 10083-1

Accessories

  • Rotary injection adapters to connect between the hammer and the hollow bar, enable grout to be injected into a rotating bar
  • Drill bit adaptor sleeves offer the option of using larger diameter drill bits with smaller bars
  • Range of drill tooling including reducing couplers, box/pin adaptors and drill spanners
  • Corrosion protection options include grout cover, sacrificial corrosion allowance, hot-dip galvanizing, Duplex (hot-dip galvanizing and epoxy coating)
  • Bearing plates with angle compensation or shear tubes
  • Hex nuts, couplers and steel spacers
  • Pinch Valves allowing the installation of micropiles within sites with a high-water table, without the need to dewater.

Durability

  • Sacrificial Corrosion Allowance; This technique calculates the loss of steel over the proposed design life of the soil nail or micro pile based on the total surface area of the bar. The residual strength of the bar is then calculated based on the remaining cross sectional area of steel, this can then be assessed against the required working load of the bar. The quantity of steel loss is based on research in accordance with TRL 380, EN14199, CIRIA C637. Corrosion rates are determined by the aggressive levels of the soil in accordance with the values outlined in the standards. In most cases, highly aggressive ground conditions don’t occur naturally and are only present in locations formerly used  or industrial processes which have contaminated the soil
  • Supplementary Galvanizing; in accordance with EN1461 hot dipped galvanizing will provide an additional 5-15 years lifespan, depending on aggressive of the soil, for buried installations. This method when applied to the top bar, located at the soil / air interface ,the most corrosive area, provides a practical basis for increasing lifespans but minimises additional cost. Corrosion in the deeper parts of the borehole is less prevalent due to the lack of oxygen. A fully galvanized system can be adopted if the project specification requires it.

  • Duplex Coatings; comprises an additional Epoxy Powder coating (80-90 µm) over the hot dipped galvanizing. Although the coating can be damage during rotary percussive installation the remaining Epoxy Coating will provide an additional protective benefit especially in the valleys between the threads, where the Epoxy coating generally remains intact. Loss of Epoxy at the crest of the thread is common, but this part of the bar tends to have a greater wall thickness forming the thread ridge and has greater resistance to corrosion. Any visible damage to the Epoxy coating can be repaired with a two-pack Epoxy paint “touch-up” kit.

 

Approvals

  • Usage of Micropiles approved by Local Authorities in Saudi Arabia, UAE [ Dubai Muncapility ], Oman and other Countries where Esolution Function 

For more information, contact us at info@esolution-pt.com

 

 

 

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