This paper discusses the causes of damage of a broadcasting transmission station suffered from settlement cracks. The station buildings were low-rise reinforced concrete structures with isolated footings founded on alluvial deposit. Investigations revealed that the main causes of the observed nonuniform settlement were the existence of silt pockets below some footings, and the shrinkage of clayey soils due to dryness of the subsoil after ceasing the cultivation of land and using it as construction site. Rehabilitation scheme included structural repair of the cracked columns, beams and walls, and injection grouting of the foundation soil beneath the settled columns
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
The behaviour of two residential buildings with shallow foundations supported on sand fills with und...
A twenty years old reinforced concrete building suffered from fracture of one of its ground floor co...
This paper presents a study of a case of severe distress happened in an administration building cons...
This paper is a case study for a governmental building in a site located at Katamia zone (an extensi...
This paper deals with a case history of a structural damage of college buildings lie in a nearly dev...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Five floors were added to a six storey building during its construction without carrying out necessa...
Geotechnical facts are presented relating to the damaging settlements of a building due to gypsum di...
Five floors were added to a six storey building during its construction without carrying out necessa...
Five floors were added to a six storey building during its construction without carrying out necessa...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
The paper deals with a case history of a local foundation failure caused by removing the neighbourin...
Thee ground failure presented in the paper, occurred in 1986, in the foundation ground, of a ten sto...
Thee ground failure presented in the paper, occurred in 1986, in the foundation ground, of a ten sto...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
The behaviour of two residential buildings with shallow foundations supported on sand fills with und...
A twenty years old reinforced concrete building suffered from fracture of one of its ground floor co...
This paper presents a study of a case of severe distress happened in an administration building cons...
This paper is a case study for a governmental building in a site located at Katamia zone (an extensi...
This paper deals with a case history of a structural damage of college buildings lie in a nearly dev...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Five floors were added to a six storey building during its construction without carrying out necessa...
Geotechnical facts are presented relating to the damaging settlements of a building due to gypsum di...
Five floors were added to a six storey building during its construction without carrying out necessa...
Five floors were added to a six storey building during its construction without carrying out necessa...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
The paper deals with a case history of a local foundation failure caused by removing the neighbourin...
Thee ground failure presented in the paper, occurred in 1986, in the foundation ground, of a ten sto...
Thee ground failure presented in the paper, occurred in 1986, in the foundation ground, of a ten sto...
In the paper is presented a history of the long-term process of deformations and damages to a five-s...
The behaviour of two residential buildings with shallow foundations supported on sand fills with und...
A twenty years old reinforced concrete building suffered from fracture of one of its ground floor co...