Deep Foundations

When structural loads exceed what a standard shallow foundation can carry, deep foundations are designed to transfer the load using friction or end bearing resistance. Many factors, including structural loads, soil conditions, and access to the work area, should be considered when choosing the right deep foundation system for your project. Goettle specializes in the installation and design of various deep foundation systems, including drilled shafts, augercast piles, micropiles and driven piles. Contact us today for assistance with choosing the right deep foundation system for your project.

Augercast piles are smaller diameter, cast-in-place deep foundation elements. They can vary in diameter from 12 to 48 inches and are most efficient in granular or incohesive soil and/or high water tables. Augercast piles can be installed quickly with minimal disturbance in noise and vibration. They can be designed as end-bearing, friction or a combination of both depending on the soil properties and proximity to rock.

Augercast piles are installed by rotating a hollow stem, continuous flight auger into the earth to the designed depth. Structural grout is then pumped through the hollow stem as the auger is slowly withdrawn. Once the hole is pumped full of grout, reinforcement can be placed.

Location

New Albany, OH

Project Facts

9,946 EA - 16-in dia. Rigid Inclusions
Over 34,000 CYDS of grout

Scope

Furnish and install design-build ground improvement system for future structures.

Location

Columbus, OH

Project Facts

668 EA - 1180 mm and 1200 mm diameter secant piles at 70-90' length
Primary piles installed via CFA methods
Secondary piles installed with sectional casing
Total wall is 2,200 LF
Responsible for surveying and spoil removal

Scope

Design-assist partner for a partial cutoff wall and retaining/cutoff wall for a new stadium.

Location

Eden, NC

Project Facts

1,300 EA - 225 kip Low-Overhead (LOH) Augercast Piles at 20' average length
2 EA - compression load test and 1 EA - lateral test

Scope

Design-build deep foundations inside existing warehouse with 28 feet of headroom.

Location

Cincinnati, OH

Project Facts

1,867 EA - 18" diameter augercast piles
Drill lengths range from 70'-75'
1 EA - compression test, tension test, and lateral load test

Scope

Furnish and install deep foundations for new Major League Soccer Stadium.

Location

Philadelphia, PA

Project Facts

1,008 EA - 18" diameter augercast piles at 60' drill lengths
2 EA - Static load tests

Scope

Furnish and install augercast pile deep foundations for new casino, hotel and parking garage.

Location

Wheatfield, IN

Project Facts

Installed 1,600 EA - 18-in and 24-in dia. Augercast Piles at 40ft in length
58 EA - 24-in dia Low-Overhead Piles at 40ft in length
3 EA - 7ft dia. Drilled Shafts at 35ft in length
Two compression load tests, six dynamic load tests and one lateral load test

Scope

Installed 64,000 LF of 18-in and 24-in dia LOH Piles
Installed 7 EA - Drilled Shafts at 35ft in length
Three separate mobilizations

Location

Point Comfort, TX

Project Facts

1,466 EA - 24" augercast piles
Augercast piles ranged in depth between 50' - 70'

Scope

Installation of 87,960' of augercast piles for the expansion of the Formosa Point Comfort facility

Location

Cincinnati, OH

Project Facts

470 each augercast piles 24" diameter x 65-80' depth
33,000 linear feet of piles
Used two drilling rigs, one Bauer BG-40 and one 150 ton crane and swinging lead setup

Scope


Location

Fargo, ND

Project Facts

692 EA - 18-in dia. Augercast Piles ranging from 90ft-110ft in length
64,000 linear feet of piles
123 EA - Drilled Soldier Piles
137 EA - Auger Tieback Anchors
21,000 SF of lagging
Used 200-ton crane and swinging lead setup

Scope

Furnish and install augercast piles +/- 100' drill depth
Furnish and install a temporary earth retention system comprising of drilled in soldier piles, auger tieback anchors, and wood lagging

Location

Springdale, PA

Project Facts

773 EA - 18-in dia. Augercast Piles at 55ft in length
62 EA - 24-in dia Augercast Piles ranging from 65ft-90ft in length
One pile load test

Scope

Design, furnish, and install a deep foundation system

Location

Pittsburgh, PA

Project Facts

194 ea. 18" and 24" augercast piles
Cantilevered soldier pile earth retention system
Two pile load tests

Scope

Design, furnish, and install a temporary earth retention system

Driven piles are a deep foundation element that is a pre-manufactured structural shape and can provide a wide range of capacities. There are a variety of driven pile types, including h-piles and pipe piles. Driven piles provide excellent quality control because they can be physically inspected prior to installation and during installation. Driven piles are installed using an impact or vibratory hammer.

Location

Cleveland, OH

Project Facts

136,000 SF Anchored Combi-Wall Bulkhead
203 EA - Pipe Piles (PAZ-54 & PAZ-60) up to 69ft in length
202 EA - Sheet Piles (NZ-14)
203 EA - Tieback Anchors (12, 17 & 26-strand) up to 220ft in length
2,000 LFT of Walers
30,000 tons of stone backfill
107,000 CYDS of excavated material

Scope

Furnish and install combi-wall bulkhead for stabilization of a massive hillside slope failure to protect the shipping channel along the Cuyahoga River and create public space. Goettle acted as the Prime Contractor.

Location

Terre Haute, IN

Project Facts

30,000 SF of Sheet Piles
8ft to 30ft cut height
300 EA - Driven Piles ranging from 60ft-80ft in length
30 EA - Hollow Bar Anchors at 50ft in length

Scope

Designed and installed a temporary earth retention system and deep foundations for the construction of a new main lifting station.

Location

Cape Giradeau, MO

Project Facts

136 EA - 24-in dia. Driven Pipe Piles (closed end) driven to a length of 85ft below grade
31 EA - 18-in dia. Driven Pipe Piles (closed end) driven to a length of 85ft below grade
Pipe piles came in two sections which required us to field splice them

Scope

Furnish and drive pipe piles for future elevated silo, transfer tower, rail loading shead and conveyors to transport cement to the silot for the concrete facility.

Location

West Virginia

Project Facts

1,935 EA - Driven Piles (HP 18x157) at 110ft in length
1,100 EA - Hollow Bar Anchors
310,000 SF of Sheet Piles
195,000cyds of excavation

Scope

Furnish and drive sheets, h-pile and earth retention system for future melt shop, tunnel furnance and misc. structures.

Location

East Chicago, IN

Project Facts

352 EA - King Piles at 50ft in length
425 EA - Bulkhead pairs at 50ft in length
425 EA - Deadman pairs at 30ft in length
325 EA - Tierods at 90ft in length
173 EA - Walers

Scope

Installation of a 2,200 LFT king pile wall as a remedy for the South Tank Farm to act as an oil control barrier using a sealed barrier wall system (cut-off wall) to prevent any harmful contaminants from entering the canal. The barrier wall system was designed to provide structual support for futre canal dredging operations.

Location

New Orleans, LA

Project Facts

Installed 5,905 HP 14x 117 to a length of 152ft with up to a 2:1 batter
Total length of driven piles equal to 170 miles
Project required a total of 9 crews and 16 cranes to complete our scope of work.

Scope

Driven piles for the construction of 8 miles of T-wall for the New Orleans HDSRRS project
Project schedule 26 weeks

Location

Lewisport, KY

Project Facts

Steel H-Piles 12x73
1,401 Total Driven Piles
28,624 LF Driven
Length Varied from 15' to 50'
Limited Head Room Condition - Approx. 83'

Scope

Furnish and install driven piles to practical refusal under 83' of headroom

Drilled Shafts, also known as caissons, are high capacity, cast-in-place deep foundation elements. They can vary in diameter from 24 to 144 inches and can be installed in a wide range of soil and rock conditions.

Drilled Shafts are installed by advancing an auger / drill tool to the required depth using open hole, casing or slurry techniques. Once the desired tip elevation has been achieved, the drilled shaft reinforcement is sent in place and the drilled shaft is filled with concrete.

Location

Hopkinsville, KY

Project Facts

1,204 - EA - Drilled Shafts ranging from 36-in to 78-in dia. and ranging from 10ft-35ft in length
3,380 EA - Anchor bolts installed
Over 24,000 LFT of drilling through soil and rock
Over 12,000 CYDS of concrete poured

Scope

Installation of drilled shafts and anchor bolts for multiple warehouse type buildings and ancillary structures. Project included multiple buildings with footprints varying from 25,000 SF to 95,300 SF.

Location

Pittsburgh, PA

Project Facts

108 EA - 60-in, 66-in & 72-in dia. King Piles ranging from 40ft to 60ft in length
107 Pairs of NZ-38 Sheet Piles
40 EA - 7, 8 & 9 strand rock anchors
44 EA additional exploratory borings to determine soil and rock

Scope

Furnish and install design-build deep foundation system, rock anchors and temporary retention system including a king pile river wall to create more real estate required to enlarge the landlocked treatment plant expansion.

Location

Peoria, IL

Project Facts

84 EA Drilled Shafts
48 EA - 6ft dia. Drilled Shafts with drilling depths ranging from 60ft-100ft long with 5.5ft to 7.5ft rock sockets
36 EA - 8ft dia. Drilled Shafts with drilling depths ranging from 104ft-112ft long with 10ft to 15ft rock sockets

Scope

Installation of drilled shafts and permanent casing into underlying 15,000psi shale. 72 EA drilled shafts installed over Illinois River via. temporary trestle.

Location

Atlanta, GA

Project Facts

80 EA - drilled shafts ranging in diameter from 36" - 96" lengths varied (drilled to refusal)
20,000 SF - wood lagging shoring with drilled-in soldier piles

Scope

Design-Build temporary earth retention and drilled pier deep foundation for new parking deck.

Location

Knoxville, TN

Project Facts

125 EA - 36" dia. drilled shafts at 70' through hard pinnacle limestone
1,600 SF earth retention consisting of drilled-in soldier piles, lagging and tieback anchors

Scope

Furnish and install drilled shafts and earth retention for the construction of a new dining hall on University of Tennessee Campus.

Location

Binghamton, NY

Project Facts

142 EA - 1500mm Secant Piles ranging from 36ft-45ft in length
17 EA - Caissons - 30-in dia. ranging from 35ft-40ft in length
Over 235 tons of reinforcing steel installed

Scope

Project was performed with two drill rigs drilling simultaneously on a 20,000 SF site.
Piles were drilled with segmental casing through 17,000psi Shale & Limestone.

Location

Cincinnati, OH

Project Facts

18 ea drilled shafts, 30" - 42" diameter, 13' - 24' lengths
Installed using Watson EDT-7 drill rig, Watson 2500 drill rig, 210 ton truck crane, 65 ton RT crane, and Skid Steer

Scope

Installed drilled shaft foundations for school addition. A portion of the drilled shafts were installed on an elevated deck that required the drill rig to be picked and placed by crane
512 man hours

Location

Newton, IL

Project Facts

30-in dia., 48-in dia., and 60-in dia ranging from 30ft-90ft long, drilled into shale bedrock
Utilized surface casing and slurry installation methods
Installed 16 ea. - 46.75-in dia. augercast piles 60ft in length
6 ea. - 60-in dia. caissons 40ft in length
4 ea. - 30-in dia caissons 30ft in length

Scope

Installed caissons utilizing short casing and slurry installation methods
Installed augercast piles

Location

East St. Louis, IL

Project Facts

4 ea. - 10' dia. 120' long drilled shafts with 9.5' dia. rock sockets 14.5' long
Shafts drilled with temporary casing and slurry to rock
Rock socket diameter of 9'- 6" and 14' - 3" long

Scope

Installed 4 drilled shafts for Pier 13 on Illinois side of river
26 week schedule completed on time

Location

Cincinnati, OH

Project Facts

48ea. - 30" to 78" dia. Caissons x 30'
10 of the caissons were hand dug
1,600 SF of temporary earth retention
33ea. - tieback anchors x 60' long with 20' rock sockets

Scope

Installed a temporary earth retention system
Installed caissons
12 week schedule - worked double shifts to meet schedule

Micropiles, also known as pin piles or minipiles, are small diameter, high capacity deep foundation elements. They can vary in diameter from 4 to 10 inches. Due to its minimal disturbance and small installation footprint they can be designed for both new construction and for existing structures.

Micropiles are installed by advancing a casing through the overburden material by flushing the cuttings with the aid of water or air. If applicable, once the casing has been advanced to rock, the designed rock socked is excavated utilizing a down-the-hole hammer. Once the excavation is complete, the reinforcing bar is placed and cement grout is pumped.

Location

Chicago, IL

Project Facts

40 EA - 9-5/8-in dia. 360 kip Micropiles at 126lft in length
2 EA - verification load tests (tension)
2 EA - proof tests performed within existing lock with custom built load testing frame

Scope

Furnish and install micropiles from a barge inside an existing lock. Micropiles were installed through 30ft of water, through the existing concrete slab floor down to rock, with an estimated 20ft rock socket into 26,000psi limestone.

Location

Chattanooga, TN

Project Facts

168 EA - 9.625" diameter micropiles at 180' in length
Low overhead conditions resulted in 3' and 5' casing sections
Utilized overburden drilling system for heavy karst site
1 EA - Preproduction test pile 10 EA - Proof tests

Scope

Furnish and install micropiles for 4-span interstate bridge retrofit

Location

Indianapolis, IN

Project Facts

4,600 EA - 12-in dia. and 8-in dia. 40/20 Hollow Bar Micropiles socketed 10ft into dense glacial till
15 EA - Performance tests on production piles

Scope

Furnish and install deep foundations for the construction of new stormwater and deicing runoff transport and storage facilities.

Location

Cincinnati, OH

Project Facts

20 EA - Hollow bar Low-Overhead (LOH) Micropiles at 80ft in length.

Scope

Furnish and install deep foundation in existing apartment complex basement with low headroom for building expansion shear walls.

Location

Bedford, IN

Project Facts

12 Ea - 7-in diameter Low-Overhead (LOH) Micropiles
Average length - 40' long
3 Ea - located inside existing building
Entrance to existing building was 3.5ft tall

Scope

Limited headroom installation of 7" micropiles at 45' long
3 were installed with 12' headroom using a Klemm 701 drill

Location

Cincinnati,OH

Project Facts

54 ea. - 9.625" dia. micropiles
Micropiles extend to a depth of 85'

Scope

Installed micropiles, supported from barge
Drilled through heavily reinforced concrete

Location

Waynesburg, PA

Project Facts

84 ea. 3 strand DCP 100 kip rock anchors +/- 65' for slide correction
20 ea. - 7" dia. micropiles at +/- 46' for site retaining wall
Including two performance tests and two inclinometers

Scope

Furnish and install 84 permanent rock anchors
Furnish and install 20 micropiles
For Burchick Construction Company
4 week time schedule
Equiptment: DK 725 and C7 drill rigs
2,108 man hours

Location

Columbus, OH

Project Facts

35 EA - 9-5/8-in dia. Micropiles 75ft in length
Over 1,500 LFT of pressure grouted columns through existing footing
Over 15,000 SF of sheeting installed

Scope

Installation of sheet piles, micropiles and pressure grouted columns all under low-overhead (LOH) conditions to stabilize bridge foundation and abutment for CSX.

Location

Evans City, PA

Project Facts

Compressor - 172 micropiles (72 plumb and 100 battered)
Plant 3 Mat - 265 micropiles (all plumb)
2 tension/compression tests - one under each structure

Scope

Furnish and install 437 micropiles at two sites at the Compressor and Plant 3 Mat
Tension/compression tests

A drop shaft is an underground vertical or inclined passageway. Drop shafts are constructed for a number of reasons, including the ventilation of a tunnel or underground structure, as a drop shaft for a sewerage or a water/service tunnel or for access to a tunnel or underground structure, which can also be used as an escape route.
Shafts can be sunk either dry, or for methods such as the caisson method, they can be sunk using a slurry method.

Location

Akron, OH

Project Facts

50 EA - 1180mm Secant Piles at 50ft in length with 9ft rock sockets

Scope

Installation of secant piles for future tunnel diversion structure and deep baffle drop shaft to improve the city's sewer infrastructure and reduce sewer overflows.

Location

Columbus, OH

Project Facts

245 EA Secant Piles & 240 EA Pre-Excavation Grouting holes
50 EA - 1500mm Secant Piles at 107ft in length with 10ft rock sockets into 15,000psi Limestone
195 EA - 1180mm Secant Piles ranging from 31ft-100ft in length, 66 of which had 10ft rock sockets
Over 32,000 LFT of Pre-Excavation Grouting holes ranging from 131ft -182ft in length, drilling in-rock ranged from 7.5ft to 75ft.

Scope

Installation of secant piles and pre-excavation grouting for 5 drop shafts, 3 diversion structures and 4 relief structures for a 3.5 mile long tunnel designed to prevent sewage from overflowing into the Olentangy and Scioto Rivers during heavy rains.

Location

Indianapolis, IN

Project Facts

1 - 11'-0" dia. x 210 LF drop shafts
1 - 13'-6" dia. x 210 LF ventilation shafts
220 LF of overburden drilling - fully cased
220 LF of rock drilling

Scope

Installation of a drop shaft and ventilation shaft for a combined sewer overflow
Removal of overburden material using a crane mounted drill and slurry
Removal of rock using a reverse circulation drill