Partial underpinning is often not accepted because of dangerous damage that may be caused by the redistribution of stresses in the superstructure. A five-storey building was partially underpinned successfully. To give stability to the building only a small number of piles, about 70% fewer than with the conventional method, were used. The results observed have proved the success of the partial underpinning
Foundations to buildings which fail, are frequently underpinned and since 1971 whenhouse insurers be...
Five floors were added to a six storey building during its construction without carrying out necessa...
In a special lecture held by the senior author at the Int. Conf. on Case Histories in Geotechnical E...
This paper presents a case history on the failure of Suranivet 9, a student dormitory in the campus ...
In areas of dense buildings often found limitations of the land, resulting in the possibility that n...
In the paper, the case history of underpinning of a tilted four-storey building located near Kastori...
Many existing foundations, particularly those that are old and dilapidated, are no longer strong eno...
A three-story office building was located above a 35-ft slope and was supported on spread footings. ...
An “unconventional” earth retaining system consisting of drilled underpinning piers, was used succes...
This paper examines the behavior of a building constructed in 1960 and subject ever since the end of...
A ten storeyed building, built on a subsoil of an onshore marine soil, was observed to be tilting aw...
Settlement of a new reinforced concrete channel and related pipes was creatively underpinned and rai...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
The use of pressure-injected micro-piles to upgrade the load carrying capacity of existing spread fo...
A deep excavation was to be carried out adjacent to a fragile building in weak ground. An underpinni...
Foundations to buildings which fail, are frequently underpinned and since 1971 whenhouse insurers be...
Five floors were added to a six storey building during its construction without carrying out necessa...
In a special lecture held by the senior author at the Int. Conf. on Case Histories in Geotechnical E...
This paper presents a case history on the failure of Suranivet 9, a student dormitory in the campus ...
In areas of dense buildings often found limitations of the land, resulting in the possibility that n...
In the paper, the case history of underpinning of a tilted four-storey building located near Kastori...
Many existing foundations, particularly those that are old and dilapidated, are no longer strong eno...
A three-story office building was located above a 35-ft slope and was supported on spread footings. ...
An “unconventional” earth retaining system consisting of drilled underpinning piers, was used succes...
This paper examines the behavior of a building constructed in 1960 and subject ever since the end of...
A ten storeyed building, built on a subsoil of an onshore marine soil, was observed to be tilting aw...
Settlement of a new reinforced concrete channel and related pipes was creatively underpinned and rai...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
The use of pressure-injected micro-piles to upgrade the load carrying capacity of existing spread fo...
A deep excavation was to be carried out adjacent to a fragile building in weak ground. An underpinni...
Foundations to buildings which fail, are frequently underpinned and since 1971 whenhouse insurers be...
Five floors were added to a six storey building during its construction without carrying out necessa...
In a special lecture held by the senior author at the Int. Conf. on Case Histories in Geotechnical E...