A reinforcement open caisson of a bridge was constructed on a sand island. Its constructing characteristic couldn\u27t been foreseen and were calculated conventionally. Besides, there were some mistaken methods in the constructing. Therefore the open caisson broke up to become 4 blocks in the construction. The largest width in these cracks was 80 cm. Investigation and analysis having been done, the causes of the failure were found. Some repairing methods, such as opposite cutting edge, reinforcement hoop, and so on, adopted. Correct excavation was carried out. The open caisson finally sunk to the rock. The treatment was successful
This paper describes the field observation of settlement of a raft foundation for a large scale buil...
Case histories have played an important role in guiding development of geotechnical engineering duri...
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foun...
In the present paper two cases of foundation failures due to which the complete bridge structure hav...
In this paper a case of foundation failure, due to which the complete bridge structure has collapsed...
A kind of bored pile with large diameter is being used in civil engineering in China. The maximum le...
With the increasing size of open caissons in large-span bridge projects, the overall settlement of g...
A case history of constructing offshore guide dikes on soft clay is presented in this paper. The gui...
The paper presents case histories of performance of foundations where stone columns were provided, a...
The Evripos crossing project (Greece) consisted of: The main cable stayed high bridge with three spa...
This case history discusses the design and construction of the appropriate foundation scheme for the...
The paper presents the case history of the failure of a major foundation system comprising of ground...
The performance of a bridge abutment founded on spread footings was monitored. The construction sequ...
The Bridge River Powerhouse No. 1 was constructed between 1946 and 1950 on the north shore of Seton ...
The foundation failure of the 22 story, steel framed, federal courthouse in Philadelphia occurred be...
This paper describes the field observation of settlement of a raft foundation for a large scale buil...
Case histories have played an important role in guiding development of geotechnical engineering duri...
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foun...
In the present paper two cases of foundation failures due to which the complete bridge structure hav...
In this paper a case of foundation failure, due to which the complete bridge structure has collapsed...
A kind of bored pile with large diameter is being used in civil engineering in China. The maximum le...
With the increasing size of open caissons in large-span bridge projects, the overall settlement of g...
A case history of constructing offshore guide dikes on soft clay is presented in this paper. The gui...
The paper presents case histories of performance of foundations where stone columns were provided, a...
The Evripos crossing project (Greece) consisted of: The main cable stayed high bridge with three spa...
This case history discusses the design and construction of the appropriate foundation scheme for the...
The paper presents the case history of the failure of a major foundation system comprising of ground...
The performance of a bridge abutment founded on spread footings was monitored. The construction sequ...
The Bridge River Powerhouse No. 1 was constructed between 1946 and 1950 on the north shore of Seton ...
The foundation failure of the 22 story, steel framed, federal courthouse in Philadelphia occurred be...
This paper describes the field observation of settlement of a raft foundation for a large scale buil...
Case histories have played an important role in guiding development of geotechnical engineering duri...
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foun...