Add to ORKGSettlement of a new reinforced concrete channel and related pipes was creatively underpinned and raised utilizing steel mini piles and compaction grout pile elements. The conditions that may have caused the settlement are systematically reviewed and details of construction are presented
A five-story precast concrete building was to be built on 10 to 130 feet of mixed cohesive and bould...
Inspection of the execution of cast-in-place piles indicated that the pile borings had not been deep...
A gravel storage building and distribution facility was planned for construction at the West Parr ya...
An 18-story reinforced concrete building under construction in South Florida reached 16th floor leve...
One of the problems regularly facing engineers in designing additions to buildings or other structur...
This paper describes four design and construction cases that were identified, investigated and solve...
In July 1991, the intake and discharge pipelines of a major power plant collapsed. A 60-ft. deep exc...
Construction of the Charles Center Station of the Baltimore Metro required a cut-and-cover excavatio...
Construction of a powerhouse on unconsolidated landslide debris materials at the edge of a stream ch...
Rising and effluent mains of 600 mm and 750 mm diameter were constructed at two adjacent creek cross...
Cracking and heaving of a Single Storey R.C. Building was initially perceived as settlement. This er...
The settlement experienced at a recently licensed nuclear station demonstrated the need for coordina...
Partial underpinning is often not accepted because of dangerous damage that may be caused by the red...
This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des...
As part of the $1.7 Billion I-15 CORE highway reconstruction project in Utah, several new or enlarge...
A five-story precast concrete building was to be built on 10 to 130 feet of mixed cohesive and bould...
Inspection of the execution of cast-in-place piles indicated that the pile borings had not been deep...
A gravel storage building and distribution facility was planned for construction at the West Parr ya...
An 18-story reinforced concrete building under construction in South Florida reached 16th floor leve...
One of the problems regularly facing engineers in designing additions to buildings or other structur...
This paper describes four design and construction cases that were identified, investigated and solve...
In July 1991, the intake and discharge pipelines of a major power plant collapsed. A 60-ft. deep exc...
Construction of the Charles Center Station of the Baltimore Metro required a cut-and-cover excavatio...
Construction of a powerhouse on unconsolidated landslide debris materials at the edge of a stream ch...
Rising and effluent mains of 600 mm and 750 mm diameter were constructed at two adjacent creek cross...
Cracking and heaving of a Single Storey R.C. Building was initially perceived as settlement. This er...
The settlement experienced at a recently licensed nuclear station demonstrated the need for coordina...
Partial underpinning is often not accepted because of dangerous damage that may be caused by the red...
This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des...
As part of the $1.7 Billion I-15 CORE highway reconstruction project in Utah, several new or enlarge...
A five-story precast concrete building was to be built on 10 to 130 feet of mixed cohesive and bould...
Inspection of the execution of cast-in-place piles indicated that the pile borings had not been deep...
A gravel storage building and distribution facility was planned for construction at the West Parr ya...