An “unconventional” earth retaining system consisting of drilled underpinning piers, was used successfully to underpin a four- story building in Redwood City, California. Considerations to other conventional underpinning systems and their feasibility at the subject site are also examined. An in-depth discussion of the unconventional underpinning system selected for the project is presented with details of the construction sequence and difficulties encountered. Post-construction performance of the underpinning system and the relative costs of the “unconventional” underpinning system are also presented
A three-story office building was located above a 35-ft slope and was supported on spread footings. ...
Settlement of a new reinforced concrete channel and related pipes was creatively underpinned and rai...
This paper presents a case history of Lean Concrete Column (LCC) design, prediction, installation, a...
This paper describes the design and compares predicted performance to actual responses of a drilled ...
Over the last six years, Helical Piers have been utilized as compression members in the remedial rep...
We were faced with an extraordinary geotechnical challenge; our client wanted to support large tilt ...
Supplemental geotechnical investigations were conducted on two Detroit area projects with the purpos...
Faced with difficult soil conditions for the support of two 6-story office towers in Dublin, CA and ...
The Geopier® Rammed Aggregate Pier system is an innovative ground improvement method developed in th...
Partial underpinning is often not accepted because of dangerous damage that may be caused by the red...
A deep excavation was to be carried out adjacent to a fragile building in weak ground. An underpinni...
Construction over extremely expansive soils raises the risk of structural foundation failure and pot...
The paper describes the design and construction history of a 10-story (with provision for two more s...
Many existing foundations, particularly those that are old and dilapidated, are no longer strong eno...
A deteriorated 600 ft. long pier in Quincy, Massachusetts consisting of timber pile supported reliev...
A three-story office building was located above a 35-ft slope and was supported on spread footings. ...
Settlement of a new reinforced concrete channel and related pipes was creatively underpinned and rai...
This paper presents a case history of Lean Concrete Column (LCC) design, prediction, installation, a...
This paper describes the design and compares predicted performance to actual responses of a drilled ...
Over the last six years, Helical Piers have been utilized as compression members in the remedial rep...
We were faced with an extraordinary geotechnical challenge; our client wanted to support large tilt ...
Supplemental geotechnical investigations were conducted on two Detroit area projects with the purpos...
Faced with difficult soil conditions for the support of two 6-story office towers in Dublin, CA and ...
The Geopier® Rammed Aggregate Pier system is an innovative ground improvement method developed in th...
Partial underpinning is often not accepted because of dangerous damage that may be caused by the red...
A deep excavation was to be carried out adjacent to a fragile building in weak ground. An underpinni...
Construction over extremely expansive soils raises the risk of structural foundation failure and pot...
The paper describes the design and construction history of a 10-story (with provision for two more s...
Many existing foundations, particularly those that are old and dilapidated, are no longer strong eno...
A deteriorated 600 ft. long pier in Quincy, Massachusetts consisting of timber pile supported reliev...
A three-story office building was located above a 35-ft slope and was supported on spread footings. ...
Settlement of a new reinforced concrete channel and related pipes was creatively underpinned and rai...
This paper presents a case history of Lean Concrete Column (LCC) design, prediction, installation, a...