Although it is a well-known fact that buildings can settle, it is often not known how much settlement has occurred since the construction. Three case studies in the Netherlands are presented which deal with the following questions: has the settlement process stopped or is it continuing and if so, what settlements can still be expected in the future? All three cases show large settlements of up to a maximum of 0.8 m since construction. This paper shows how the magnitude of the settlement since the construction can be reconstructed by analysing settlement data, covering only a relatively short period of time
Previously reported settlements of structures founded on loess soils in the United States have been ...
Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise...
Experience gained during several decades shows that the loess soil in some cases undergoes structura...
Geotechnical facts are presented relating to the damaging settlements of a building due to gypsum di...
This paper discusses a case history involving two buildings which were constructed over compressible...
The behaviour of two residential buildings with shallow foundations supported on sand fills with und...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Two case histories of heavy damaging the neighbouring buildings in Sankt-Petersburg during construct...
This paper presents 10 case-histories of buildings on soft clay in southern Germany. A lot of field ...
The paper discusses results and conclusions of the settlement measurements of a five leve...
In 1983 it was established that six blocks of terrace houses in Rotterdam had undergone large horizo...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
Trends in the construction of deep excavations include deeper excavations situated closer to buildin...
Construction of a new building (NB) affects existing adjacent old buildings (OB) during pit excavati...
Previously reported settlements of structures founded on loess soils in the United States have been ...
Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise...
Experience gained during several decades shows that the loess soil in some cases undergoes structura...
Geotechnical facts are presented relating to the damaging settlements of a building due to gypsum di...
This paper discusses a case history involving two buildings which were constructed over compressible...
The behaviour of two residential buildings with shallow foundations supported on sand fills with und...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Two case histories of heavy damaging the neighbouring buildings in Sankt-Petersburg during construct...
This paper presents 10 case-histories of buildings on soft clay in southern Germany. A lot of field ...
The paper discusses results and conclusions of the settlement measurements of a five leve...
In 1983 it was established that six blocks of terrace houses in Rotterdam had undergone large horizo...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
Trends in the construction of deep excavations include deeper excavations situated closer to buildin...
Construction of a new building (NB) affects existing adjacent old buildings (OB) during pit excavati...
Previously reported settlements of structures founded on loess soils in the United States have been ...
Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise...
Experience gained during several decades shows that the loess soil in some cases undergoes structura...