Add to ORKGThe paper describes an Industrial Park development, on the British Columbia coast, where Dynamic Consolidation was chosen to densify a loose rockfill prior to construction of a modern high capacity sawmill on shallow foundations. The design and execution of the compaction are described. The in situ tests used to monitor the compaction are described and results presented. It is concluded that the desired result was achieved, and this is supported by a survey of foundation elevations taken four years after construction
To the knowledge of the authors, the 4.84 million square meter ground improvement project of Al Fala...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
One of the problems regularly facing engineers in designing additions to buildings or other structur...
This paper presents two case histories of ground improvement by dynamic compaction (DC) at the Myra ...
The authors directed selection and control of two large-scale dynamic compaction projects on largely...
The authors directed selection and control of two large-scale dynamic compaction projects on largely...
This paper reports a case study on treatment of soft days by dynamic compaction. A special technique...
The site for the U.S. Air Force 750-bed medical contingency complex which is located approximately 1...
An abandoned brickyard, about 32 m deep, was filled with soil from numerous excavations in the Metro...
This paper presents a case in which dynamic compaction (DC) was used as site preparation for a propo...
This paper describes four design and construction cases that were identified, investigated and solve...
This paper is contributed as case histories in ground soil improvement with particular emphasis of d...
Modification of weak soils can be accomplished by dropping a heavy weight onto a ground surface. The...
Deep Dynamic Compaction technique was used to improve soil bearing capacity in one of the project in...
This paper presents a case study of a dynamic compaction ( pounding ) project, undertaken in Skokie,...
To the knowledge of the authors, the 4.84 million square meter ground improvement project of Al Fala...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
One of the problems regularly facing engineers in designing additions to buildings or other structur...
This paper presents two case histories of ground improvement by dynamic compaction (DC) at the Myra ...
The authors directed selection and control of two large-scale dynamic compaction projects on largely...
The authors directed selection and control of two large-scale dynamic compaction projects on largely...
This paper reports a case study on treatment of soft days by dynamic compaction. A special technique...
The site for the U.S. Air Force 750-bed medical contingency complex which is located approximately 1...
An abandoned brickyard, about 32 m deep, was filled with soil from numerous excavations in the Metro...
This paper presents a case in which dynamic compaction (DC) was used as site preparation for a propo...
This paper describes four design and construction cases that were identified, investigated and solve...
This paper is contributed as case histories in ground soil improvement with particular emphasis of d...
Modification of weak soils can be accomplished by dropping a heavy weight onto a ground surface. The...
Deep Dynamic Compaction technique was used to improve soil bearing capacity in one of the project in...
This paper presents a case study of a dynamic compaction ( pounding ) project, undertaken in Skokie,...
To the knowledge of the authors, the 4.84 million square meter ground improvement project of Al Fala...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
One of the problems regularly facing engineers in designing additions to buildings or other structur...