In 1983 it was established that six blocks of terrace houses in Rotterdam had undergone large horizontal displacements. These displacements were caused by insufficient stability of the adjacent quay and as a result one of the blocks had moved as much as 2.5 m since 1958. The foundation piles of the houses were not designed to resist any horizontal loading. As a result of these large horizontal movements the piles had deflected to such an extent that complete failure was feared. This paper describes the remedial measures that were taken to improve the stability of the quay and foundations of the houses. The present displacement behaviour is compared with the horizontal displacement predicted from creep analysis
Piles in weak soils are sensitive to adjacent excavation and construction loads. Excessive lateral d...
This paper explores the building displacements related to deep excavations for a case study from the...
During construction in urban areas often noise and vibrations are not tolerated. For the installatio...
Many cities around the world are located in deltaic areas, these areas have a major economic potenti...
In this paper, an investigation into the causes of measured deformations of a quay wall in the Port ...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
This paper explores the influence of the piled foundation on the building response to excavation-ind...
In this paper, an investigation into the causes of measured deformations of a quay wall in the Port ...
Although it is a well-known fact that buildings can settle, it is often not known how much settlemen...
A ten storeyed building, built on a subsoil of an onshore marine soil, was observed to be tilting aw...
This paper explores the ground displacements related to deep excavations for a case study from the N...
Trends in the construction of deep excavations include deeper excavations situated closer to buildin...
The paper studies the effect of large slope movements on foundations through case histories. More th...
The effects of displacement piling are well documented with many cases of movements caused to adjace...
Piles in weak soils are sensitive to adjacent excavation and construction loads. Excessive lateral d...
This paper explores the building displacements related to deep excavations for a case study from the...
During construction in urban areas often noise and vibrations are not tolerated. For the installatio...
Many cities around the world are located in deltaic areas, these areas have a major economic potenti...
In this paper, an investigation into the causes of measured deformations of a quay wall in the Port ...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
This paper explores the influence of the piled foundation on the building response to excavation-ind...
In this paper, an investigation into the causes of measured deformations of a quay wall in the Port ...
Although it is a well-known fact that buildings can settle, it is often not known how much settlemen...
A ten storeyed building, built on a subsoil of an onshore marine soil, was observed to be tilting aw...
This paper explores the ground displacements related to deep excavations for a case study from the N...
Trends in the construction of deep excavations include deeper excavations situated closer to buildin...
The paper studies the effect of large slope movements on foundations through case histories. More th...
The effects of displacement piling are well documented with many cases of movements caused to adjace...
Piles in weak soils are sensitive to adjacent excavation and construction loads. Excessive lateral d...
This paper explores the building displacements related to deep excavations for a case study from the...
During construction in urban areas often noise and vibrations are not tolerated. For the installatio...