Resources
BROCHURES
Dewatering
Retention Systems
Deep Foundations
Ground Improvement
CASE STUDIES
Tilikum Crossing
Portland, OR
Portland Avenue
Tacoma, WA
Lloyd Block
Portland, OR
50 Calle
Panama City
Doyle Drive Viaduct
San Francisco, CA
New Irvington Tunnel
Fremont, CA
Oxy Elk Hills
Bakersfield, CA
The Palazzo Resort
Las Vegas, NV
Alaskan Way CSM
Seattle, WA
Howard Hanson Dam
Auburn, WA
Metro Expo Line
Culver City, CA
Mitchell Interchange
Milwaukee, WI
Terremark Data Center
Santa Clara, CA
Benicia Bridge
Martinez, CA
Huey Long Bridge
New Orleans, LA
Mercy General Hospital
Sacramento, CA
UCSF IRM Building
San Francisco, CA
City Creek Block 75
Salt Lake City, UT
EXPRESSLink
Salt Lake City, UT
San Joaquin
Delta, CA
Lake Merced
San Francisco, CA
Interstate 15
South Layton, UT
Lincoln Avenue
Tacoma, WA
Sound Transit
Seattle, WA
Jade Signature
Miami, FL
Brickell City Centre
Miami, FL
Technical Papers & Reports
Malcom Drilling’s technical papers and reports provide solutions, progress, and results for some of the most challenging projects. In addition to providing solutions to our challenges, these papers address challenges the geotechnical industry faces, and provide Malcolm Drilling’s approach to solving some of them.
- Bartlett C W, Meyer M E, and Castro-Krawiec R. (2012) Building a Box in a Sponge – Excavation Support for a Tunnel, Deep Foundations
- Bishop J, Jameson R, and DeBernardi B. (2009) Support of Excavation Face with Micropiles, ISM
- Boulanger R W, and Shao L. (2021) Liquefaction Mitigation with Deep Mixing, DFI
- Brown D A, Faust P, and Santos J. (2010) Construction of the Drilled Shaft Foundation for the Huey P Long Bridge, DFI
- Brown D A. (2002) Effect of Construction on Axial Capacity of Drilled Foundations in Piedmont Soils, ASCE
- Brown, B. (2012) Recent Advances in the Selection and use of Drilled Foundations
- Faust P, Hubbard P and Soga K. (2022) Field Measurements of In-situ Equipment Track Pressure and Working Platform Deformation Using Earth Pressure Cells and Fiber Optics, DFI
- Faust P. (2009) Design and Construction of Drilled Full Displacement Piles using the Penetration Resistance Method, DFI
- Faust P. (2011) Doyle Drive – Extreme Pile Installation, DFI
- Garneau C. (2017) Micropile Foundations for Reconstruction of Historic La Loma Bridge in Pasadena, California, ISM
- Gerressen F and Hanke R. (2013) Application of Special Geotechnical Construction Equipment at the Alaskan Viaduct Replacement Project, DFI
- Hanke R, Campbell P, Lavassar C and Sleavin J. (2012) Ground Improvements for Seattle’s U230 U-Link Tunnel Construction, ICOG
- Hanke R, Campbell P, Lavassar C and Sleavin J. (2012) Making it sound for Seattle’s U-Link, North American Tunneling Journal
- Harris J M, Lindquist E S, Jameson R, and Porter T. (2013) Construction of the Mormon Island Auxiliary Dam Key Blocks, ADSC
- Hinton A D, Allam I, Mazzella N and Flynn M. (2021) Block 185: Slurry Diaphragm Wall Construction in Austin, TX, IFCEE
- Huang J, Shao L, Han J, Clemente J, and Zhuang Y. (2022) Electro-Osmosis Dewatering and Consolidation—G-I China Scan Tour Overview, Geo-Congress
- Jameson R, Miner N, Gaspari G and Talebi K. (2022) “Horseshoe” Secant Compression Shoring System for Tunnel Repair, DFI
- Jameson R, West L and Bishop J. (2010) Adaptation: Block 75 Redevelopment Shoring and Dewatering, ASCE
- Jameson R. (2018) Managing SOE Construction Risk Through Design-Build Systems, abstract
- Katzenbach R, Hoffmann H, Vogler M, O’Neill M W and Turner J P. (2007) Load Transfer and Capacity of Drilled Shafts With Full-Depth Casing, DFI
- Kvinsland J and Majewski A. (2009) Cutter Soil Mixing for Cutoff Wall in Seattle, Foundation Drilling
- Kvinsland J and Plum B. (2010) Cutter Soil Mixed Wall Shoring and Seepage Cut Off Office Building Near Waterfront, ER
- Lindquist E S and Jameson R. (2011) Secant Pile Shoring – Developments In Design And Construction, DFI
- Lindquist E S, Morgan J, Lopez R A and Gerressen F (2010) Construction Of Two Microtunnel Access Shafts Using The Cutter Soil Mix (CSM) Method In The San Joaquin Delta, California, DFI
- Lindquist E S. (2011) Advanced Design and Construction of Secant Pile Projects, ADSC
- Lopez R A, Majewski A and Harvey T. (2009) Permanent Excavation Support in Urban Areas Using CSM Technology: Elliott Avenue Case History, Seattle, Washington, ADSC
- Lopez R A, Majewski A and Harvey T. (2009) Permanent Excavation Support in Urban Areas Using Cutter Soil Mixing Technology: Elliott Avenue Case History, Seattle, Washington, ADSC
- Maday M, Sammon C, Flierl K and Farouz E. (2011) Risk Mitigation Strategies for Cut and Cover Tunnels at the Mitchell Interchange, DFI
- McLandrich S, Lindquist E S, Faust P and Ellison K (2016) Subsurface Component Design And Construction For A High-rise In A Dense Urban Environment: A Case History Of The 181 Fremont Tower, DFI
- McLandrich S, Lindquist E, Faust P and Ellison K. (2016) Subsurface component design and construction for a high-rise in a dense urban environment: 181 Fremont Tower, DFI
- Sammon C, Bishop J, Chambers S and Jameson R. (2010) Performance of Three Unique Shoring Sections for Block 75 Shoring, DFI
- Shao L. and Taylor G. (2021) Liquefaction Mitigation by Chemical Grouting
- Siegel T C and Faust P. (2015) Overburden Effect on the Axial Resistance of Instrumented CFA Piles, IFCEE
- Siegel T C, Day T J, Turner B & Faust P. (2019) Measured end resistance of CFA and drilled displacement piles in San Francisco Area alluvial clay, DFI
- Small R, Allam I, and Chappa A. (2022) The Benefits of an Early Contractor Involvement for a Mega Project in San Francisco, DFI
- Sorensen K. (2011) Effects of Gravels, Cobbles and Boulders on Capacity of Large Diameter Shafts, Art of Foundation Engineering
- Splitter L M and Simpson L A. (2009) Displacement and Pore Pressure Monitoring During Installation of Drilled Displacement Piles
- Stuedlein A W, Gibson M D, Yamasaki K, Hemstreet D and Shao L. (2021) Performance of the Wet Soil Mixing-Supported West Dowling Bridge during the 30 November 2018 Anchorage Earthquake, IFCEE