SlideShare a Scribd company logo
1 of 3
Download to read offline
In early January, Doublestar Drilling (DSD) was
awarded the supply and installation of the secant
pile wall for the Alberta Boot project being built
by Axiom Builders. This particular secant pile wall
contained 441 piles that had depths up to 10.5m and a
diameter of 880mm. The piling was completed ahead of
schedule at the beginning of March. During the project, DSD
had 3 drill rigs performing the piling portion: the Soilmec
SR-75 and the two Liebherr rigs, the LB28 & LB24. DSD was
the selected contractor due to their proven ability to execute in
difficult soil conditions and meet the highly aggressive schedule.
The anchor scope of work began in early March. DSD’s 2 Davey
Kent 725 drill rigs were used to drill the 79 tieback anchors in a
matter of a few weeks. Due to the proximity of the CPR rail lines,
significant testing and quality control measures were required in order
to approve the excavation and encroachment agreements. A unique design
build solution was able to minimize the number of encroaching anchors,
saving the Owner a significant amount of costs. Together, the piling drill rigs
and the anchor tieback drills created high production rates that steered DSD
into a very successful project overall.
ALBERTA BOOT – CALGARY, AB
THE CONCORD – CALGARY, AB
The Concord Tower is located in downtown
Calgary on the shore of the Bow River. Doublestar
Drilling (DSD) was contracted to construct the
temporary shoring for the excavation of the luxury
condo parkade and development. The parkade
construction consisted of 4 levels of parkade, which are
well below the Bow River, adjacent to the project. The 19m
deep secant pile wall was incorporated into the engineered
flood mitigation system, which was a significant marketing
feature of the buildings design to withstand future flood events.
The secant piles are 1m in diameter and interlocked 20cm to
provide decreased permeability of ground water from the Bow
River. The increased overlap between piles was due to the permanent
use of the shoring system for flood and ground water mitigation. DSD
was required to use segmental casing for the entire depth because of the
significant ground water and gravel soil conditions. The piles were installed
by DSD’s Liebherr LB36 and LB28 drill rigs.
As a results of the projects success, DSD became a highly preferred contractor
of GeoPacific Consultants, the geotechnical engineering firm representing the
owner. Based on the challenging soil conditions and proximity to the river, many
industry experts have considered this one of the most successful secant shoring
projects located in the channel area of downtown Calgary.
6TH AND TENTH – CALGARY, AB
Doublestar Drilling (DSD) was awarded
the temporary shoring scope of work for
the 6th and Tenth Tower, in Calgary, AB.
DSD provided a design build shoring solution,
consisting of an anchored secant pile wall. Due to
the small footprint of the project, depth, and timing
of construction, this option was selected over a hybrid
secant, shotcrete and soil nail shoring design. At the
time of award, the project was to be the third deepest
excavation project ever completed in Calgary; being to a
depth of ~ 22.5m below grade with 5 rows of anchors.
The greatest challenge of the project was the small foot print and
the limited access to the site. DSD had to design and work around
a significant amount of underground utilities for the construction
of the shoring, and pushed the standard piling installation tolerances
to new levels. The performance of the shoring wall exceeded all
expectations and experienced less than 20% of the expected deflection
during the monitoring.

More Related Content

What's hot

Innovative Solutions for Challenging Drainage Projects
Innovative Solutions for Challenging Drainage ProjectsInnovative Solutions for Challenging Drainage Projects
Innovative Solutions for Challenging Drainage ProjectsCommunications Branding
 
Linear Surface Drainage 101: Trench Drain Applications
Linear Surface Drainage 101: Trench Drain ApplicationsLinear Surface Drainage 101: Trench Drain Applications
Linear Surface Drainage 101: Trench Drain ApplicationsCommunications Branding
 
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...Communications Branding
 
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...Communications Branding
 
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTX
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTXRECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTX
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTXGOKULKRISHNAG4
 
Water Tank Rehabilitation For A Small Community
Water Tank Rehabilitation For A Small CommunityWater Tank Rehabilitation For A Small Community
Water Tank Rehabilitation For A Small CommunityAjay Kashi, P.E.
 
Projects(Nov 17 2010)
Projects(Nov 17 2010)Projects(Nov 17 2010)
Projects(Nov 17 2010)Ora Berman
 
BIM and the drywall cover up - A case for division 9
BIM and the drywall cover up - A case for division 9 BIM and the drywall cover up - A case for division 9
BIM and the drywall cover up - A case for division 9 StrucSoft Solutions
 
Georgia DOT Drivable Grass 3 27-14
Georgia DOT Drivable Grass 3 27-14Georgia DOT Drivable Grass 3 27-14
Georgia DOT Drivable Grass 3 27-14Soil Retention
 
Marine_Brochure_For_Web
Marine_Brochure_For_WebMarine_Brochure_For_Web
Marine_Brochure_For_WebMike Bisland
 
Dubaidib Wellfield Sdc Presentation July2011
Dubaidib Wellfield Sdc Presentation July2011Dubaidib Wellfield Sdc Presentation July2011
Dubaidib Wellfield Sdc Presentation July2011Shammy Puri
 
Rosemont Project Hydrogeology & Water Supply
Rosemont Project Hydrogeology & Water SupplyRosemont Project Hydrogeology & Water Supply
Rosemont Project Hydrogeology & Water SupplyHudbay Minerals Inc.
 
Armtec Engineering's Top Picks - Case Studies and Design Review
Armtec Engineering's Top Picks - Case Studies and Design ReviewArmtec Engineering's Top Picks - Case Studies and Design Review
Armtec Engineering's Top Picks - Case Studies and Design ReviewCommunications Branding
 
Thames Perry Oaks-Iver South 2005
Thames Perry Oaks-Iver South 2005Thames Perry Oaks-Iver South 2005
Thames Perry Oaks-Iver South 2005Robert Sharpe
 
NI_Water_Dunmurry_2012
NI_Water_Dunmurry_2012NI_Water_Dunmurry_2012
NI_Water_Dunmurry_2012Mike Vernon
 

What's hot (20)

May17
May17May17
May17
 
Linkedin
LinkedinLinkedin
Linkedin
 
Innovative Solutions for Challenging Drainage Projects
Innovative Solutions for Challenging Drainage ProjectsInnovative Solutions for Challenging Drainage Projects
Innovative Solutions for Challenging Drainage Projects
 
Reflex notable projects
Reflex notable projectsReflex notable projects
Reflex notable projects
 
Linear Surface Drainage 101: Trench Drain Applications
Linear Surface Drainage 101: Trench Drain ApplicationsLinear Surface Drainage 101: Trench Drain Applications
Linear Surface Drainage 101: Trench Drain Applications
 
Aoil profile 2016
Aoil  profile  2016 Aoil  profile  2016
Aoil profile 2016
 
MinDOC Photo
MinDOC PhotoMinDOC Photo
MinDOC Photo
 
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...
Urbanization and Extreme Weather Effects: How Stormwater Detention, Retention...
 
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...
Let it Flow! Culvert Design 101 – Basic Hydraulics, Culvert Location & End Tr...
 
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTX
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTXRECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTX
RECYCLED AGGREGATE CONCRETE / SLIDE SHARE / PPTX
 
Water Tank Rehabilitation For A Small Community
Water Tank Rehabilitation For A Small CommunityWater Tank Rehabilitation For A Small Community
Water Tank Rehabilitation For A Small Community
 
Projects(Nov 17 2010)
Projects(Nov 17 2010)Projects(Nov 17 2010)
Projects(Nov 17 2010)
 
BIM and the drywall cover up - A case for division 9
BIM and the drywall cover up - A case for division 9 BIM and the drywall cover up - A case for division 9
BIM and the drywall cover up - A case for division 9
 
Georgia DOT Drivable Grass 3 27-14
Georgia DOT Drivable Grass 3 27-14Georgia DOT Drivable Grass 3 27-14
Georgia DOT Drivable Grass 3 27-14
 
Marine_Brochure_For_Web
Marine_Brochure_For_WebMarine_Brochure_For_Web
Marine_Brochure_For_Web
 
Dubaidib Wellfield Sdc Presentation July2011
Dubaidib Wellfield Sdc Presentation July2011Dubaidib Wellfield Sdc Presentation July2011
Dubaidib Wellfield Sdc Presentation July2011
 
Rosemont Project Hydrogeology & Water Supply
Rosemont Project Hydrogeology & Water SupplyRosemont Project Hydrogeology & Water Supply
Rosemont Project Hydrogeology & Water Supply
 
Armtec Engineering's Top Picks - Case Studies and Design Review
Armtec Engineering's Top Picks - Case Studies and Design ReviewArmtec Engineering's Top Picks - Case Studies and Design Review
Armtec Engineering's Top Picks - Case Studies and Design Review
 
Thames Perry Oaks-Iver South 2005
Thames Perry Oaks-Iver South 2005Thames Perry Oaks-Iver South 2005
Thames Perry Oaks-Iver South 2005
 
NI_Water_Dunmurry_2012
NI_Water_Dunmurry_2012NI_Water_Dunmurry_2012
NI_Water_Dunmurry_2012
 

Similar to 311576 DD Inserts

307077 DD Case Studies
307077 DD Case Studies307077 DD Case Studies
307077 DD Case StudiesShaun Arnault
 
The Great Leap Theory, Donald Bruce.pdf
The Great Leap Theory, Donald Bruce.pdfThe Great Leap Theory, Donald Bruce.pdf
The Great Leap Theory, Donald Bruce.pdffreezefreeze2
 
Case Study Brighton Pier 2012
Case Study   Brighton Pier 2012Case Study   Brighton Pier 2012
Case Study Brighton Pier 2012gavinrixon
 
Scottish_Forth_Crossing_2011
Scottish_Forth_Crossing_2011Scottish_Forth_Crossing_2011
Scottish_Forth_Crossing_2011Mike Bisland
 
Muhammad Aamir Javed
Muhammad Aamir JavedMuhammad Aamir Javed
Muhammad Aamir JavedAamir Javed
 
Whitescape Civil Engineering Case Study
Whitescape Civil Engineering Case StudyWhitescape Civil Engineering Case Study
Whitescape Civil Engineering Case StudyAndrew White
 
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_20142014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014Wendy Ling
 
Redi-Rock Water Applications Brochure - Eagle West Precast
Redi-Rock Water Applications Brochure - Eagle West PrecastRedi-Rock Water Applications Brochure - Eagle West Precast
Redi-Rock Water Applications Brochure - Eagle West PrecastEagle West Cranes JB
 
Ground Engineering Datasheets
Ground Engineering DatasheetsGround Engineering Datasheets
Ground Engineering Datasheetskavdavid
 
May 2016 M37 RH Milner AS PUBLISHED
May 2016 M37 RH Milner AS PUBLISHEDMay 2016 M37 RH Milner AS PUBLISHED
May 2016 M37 RH Milner AS PUBLISHEDDean Bassett
 
Project Management of M&E works at a WwTW
Project Management of M&E works at a WwTWProject Management of M&E works at a WwTW
Project Management of M&E works at a WwTWftwg
 
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...Tonyamis
 
Deep foundation construction in bouldery bed an over view
Deep foundation construction in bouldery bed an over viewDeep foundation construction in bouldery bed an over view
Deep foundation construction in bouldery bed an over viewR K DHIMAN
 
Aussie hole opener a hit - CUI MayJune Final
Aussie hole opener a hit - CUI MayJune FinalAussie hole opener a hit - CUI MayJune Final
Aussie hole opener a hit - CUI MayJune FinalErvin Bata
 
20150421031337318
2015042103133731820150421031337318
20150421031337318James Prs
 
case_study_3_shipdeck
case_study_3_shipdeckcase_study_3_shipdeck
case_study_3_shipdeckDan Ganfield
 

Similar to 311576 DD Inserts (20)

307077 DD Case Studies
307077 DD Case Studies307077 DD Case Studies
307077 DD Case Studies
 
The Great Leap Theory, Donald Bruce.pdf
The Great Leap Theory, Donald Bruce.pdfThe Great Leap Theory, Donald Bruce.pdf
The Great Leap Theory, Donald Bruce.pdf
 
Case Study Brighton Pier 2012
Case Study   Brighton Pier 2012Case Study   Brighton Pier 2012
Case Study Brighton Pier 2012
 
Scottish_Forth_Crossing_2011
Scottish_Forth_Crossing_2011Scottish_Forth_Crossing_2011
Scottish_Forth_Crossing_2011
 
Muhammad Aamir Javed
Muhammad Aamir JavedMuhammad Aamir Javed
Muhammad Aamir Javed
 
Whitescape Civil Engineering Case Study
Whitescape Civil Engineering Case StudyWhitescape Civil Engineering Case Study
Whitescape Civil Engineering Case Study
 
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_20142014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014
2014_BRMCA_Award_Excellence_in_Customer_Service_Concrete_Nov_2014
 
Redi-Rock Water Applications Brochure - Eagle West Precast
Redi-Rock Water Applications Brochure - Eagle West PrecastRedi-Rock Water Applications Brochure - Eagle West Precast
Redi-Rock Water Applications Brochure - Eagle West Precast
 
SCC WITH KIM.PPTX
SCC WITH KIM.PPTXSCC WITH KIM.PPTX
SCC WITH KIM.PPTX
 
Ground Engineering Datasheets
Ground Engineering DatasheetsGround Engineering Datasheets
Ground Engineering Datasheets
 
May 2016 M37 RH Milner AS PUBLISHED
May 2016 M37 RH Milner AS PUBLISHEDMay 2016 M37 RH Milner AS PUBLISHED
May 2016 M37 RH Milner AS PUBLISHED
 
Project Management of M&E works at a WwTW
Project Management of M&E works at a WwTWProject Management of M&E works at a WwTW
Project Management of M&E works at a WwTW
 
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...
Integrating Geothermal Loops into the Diaphragm walls of the Knightsbridge Pa...
 
Deep foundation construction in bouldery bed an over view
Deep foundation construction in bouldery bed an over viewDeep foundation construction in bouldery bed an over view
Deep foundation construction in bouldery bed an over view
 
Aussie hole opener a hit - CUI MayJune Final
Aussie hole opener a hit - CUI MayJune FinalAussie hole opener a hit - CUI MayJune Final
Aussie hole opener a hit - CUI MayJune Final
 
20150421031337318
2015042103133731820150421031337318
20150421031337318
 
case_study_3_shipdeck
case_study_3_shipdeckcase_study_3_shipdeck
case_study_3_shipdeck
 
Construction Job Story in GeoDrilling International
Construction Job Story in GeoDrilling InternationalConstruction Job Story in GeoDrilling International
Construction Job Story in GeoDrilling International
 
Dowel Bar Retrofit: Restore Load Transfer in Concrete Pavement
Dowel Bar Retrofit: Restore Load Transfer in Concrete PavementDowel Bar Retrofit: Restore Load Transfer in Concrete Pavement
Dowel Bar Retrofit: Restore Load Transfer in Concrete Pavement
 
044_PHPD_NOV16[1]
044_PHPD_NOV16[1]044_PHPD_NOV16[1]
044_PHPD_NOV16[1]
 

311576 DD Inserts

  • 1. In early January, Doublestar Drilling (DSD) was awarded the supply and installation of the secant pile wall for the Alberta Boot project being built by Axiom Builders. This particular secant pile wall contained 441 piles that had depths up to 10.5m and a diameter of 880mm. The piling was completed ahead of schedule at the beginning of March. During the project, DSD had 3 drill rigs performing the piling portion: the Soilmec SR-75 and the two Liebherr rigs, the LB28 & LB24. DSD was the selected contractor due to their proven ability to execute in difficult soil conditions and meet the highly aggressive schedule. The anchor scope of work began in early March. DSD’s 2 Davey Kent 725 drill rigs were used to drill the 79 tieback anchors in a matter of a few weeks. Due to the proximity of the CPR rail lines, significant testing and quality control measures were required in order to approve the excavation and encroachment agreements. A unique design build solution was able to minimize the number of encroaching anchors, saving the Owner a significant amount of costs. Together, the piling drill rigs and the anchor tieback drills created high production rates that steered DSD into a very successful project overall. ALBERTA BOOT – CALGARY, AB
  • 2. THE CONCORD – CALGARY, AB The Concord Tower is located in downtown Calgary on the shore of the Bow River. Doublestar Drilling (DSD) was contracted to construct the temporary shoring for the excavation of the luxury condo parkade and development. The parkade construction consisted of 4 levels of parkade, which are well below the Bow River, adjacent to the project. The 19m deep secant pile wall was incorporated into the engineered flood mitigation system, which was a significant marketing feature of the buildings design to withstand future flood events. The secant piles are 1m in diameter and interlocked 20cm to provide decreased permeability of ground water from the Bow River. The increased overlap between piles was due to the permanent use of the shoring system for flood and ground water mitigation. DSD was required to use segmental casing for the entire depth because of the significant ground water and gravel soil conditions. The piles were installed by DSD’s Liebherr LB36 and LB28 drill rigs. As a results of the projects success, DSD became a highly preferred contractor of GeoPacific Consultants, the geotechnical engineering firm representing the owner. Based on the challenging soil conditions and proximity to the river, many industry experts have considered this one of the most successful secant shoring projects located in the channel area of downtown Calgary.
  • 3. 6TH AND TENTH – CALGARY, AB Doublestar Drilling (DSD) was awarded the temporary shoring scope of work for the 6th and Tenth Tower, in Calgary, AB. DSD provided a design build shoring solution, consisting of an anchored secant pile wall. Due to the small footprint of the project, depth, and timing of construction, this option was selected over a hybrid secant, shotcrete and soil nail shoring design. At the time of award, the project was to be the third deepest excavation project ever completed in Calgary; being to a depth of ~ 22.5m below grade with 5 rows of anchors. The greatest challenge of the project was the small foot print and the limited access to the site. DSD had to design and work around a significant amount of underground utilities for the construction of the shoring, and pushed the standard piling installation tolerances to new levels. The performance of the shoring wall exceeded all expectations and experienced less than 20% of the expected deflection during the monitoring.