The City Creek Center urban redevelopment project in Salt Lake City, Utah involved excavations up to 65 feet deep. Shoring systems included more than 29,000 square feet of anchored diaphragm walls, 100,000 square feet of soil nail walls, and 860 linear feet of underpinning. Detailed performance monitoring alerted the project team to unacceptable performance of an anchored diaphragm wall adjacent to an occupied twenty-five-story building on shallow foundations. This knowledge allowed the team to react quickly, stabilize the excavation, investigate the situation, and develop successful remedial measures. The diaphragm wall was reinforced with additional anchors and subgrade concrete struts, allowing the excavation to proceed with minimal dela...
This paper presents a case history of a deep excavation for building foundation in Shanghai soft dep...
An abandoned brickyard, about 32 m deep, was filled with soil from numerous excavations in the Metro...
In July 1991, the intake and discharge pipelines of a major power plant collapsed. A 60-ft. deep exc...
Complex loading and geometry conditions controlled the design of the shoring wall system at Benaroya...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
An instrumented deep excavation in weathered rock adjacent to a deflection-sensitive historical buil...
This case history presents, from a geotechnical engineer\u27s viewpoint, various technical, budgetar...
As part of the $1.7 Billion I-15 CORE highway reconstruction project in Utah, several new or enlarge...
Temporary tied anchor retaining walls have been used extensively where deep excavations are required...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
This paper discusses the design, construction, and performance of the support of excavation system u...
Described is the case history of Stillwater Tunnel highlighting the aspects of design, construction,...
An excavation up to 23m deep for the Dana Farber research tower in the Longwood medical area of Bost...
The design and performance of the earth retention system for a 35 ft deep excavation in medium clay ...
This paper discusses a case history involving two buildings which were constructed over compressible...
This paper presents a case history of a deep excavation for building foundation in Shanghai soft dep...
An abandoned brickyard, about 32 m deep, was filled with soil from numerous excavations in the Metro...
In July 1991, the intake and discharge pipelines of a major power plant collapsed. A 60-ft. deep exc...
Complex loading and geometry conditions controlled the design of the shoring wall system at Benaroya...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
An instrumented deep excavation in weathered rock adjacent to a deflection-sensitive historical buil...
This case history presents, from a geotechnical engineer\u27s viewpoint, various technical, budgetar...
As part of the $1.7 Billion I-15 CORE highway reconstruction project in Utah, several new or enlarge...
Temporary tied anchor retaining walls have been used extensively where deep excavations are required...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
This paper discusses the design, construction, and performance of the support of excavation system u...
Described is the case history of Stillwater Tunnel highlighting the aspects of design, construction,...
An excavation up to 23m deep for the Dana Farber research tower in the Longwood medical area of Bost...
The design and performance of the earth retention system for a 35 ft deep excavation in medium clay ...
This paper discusses a case history involving two buildings which were constructed over compressible...
This paper presents a case history of a deep excavation for building foundation in Shanghai soft dep...
An abandoned brickyard, about 32 m deep, was filled with soil from numerous excavations in the Metro...
In July 1991, the intake and discharge pipelines of a major power plant collapsed. A 60-ft. deep exc...