The building comprised three 70-storey towers constructed over a mat foundation supported on 399 piles in Bangkok. Design incorporated 11 boreholes, 5 CPTu tests, an instrumented static load test on a trial pile, 5 dynamic load tests, and numerous iterations between the structural engineer and the geotechnical engineer. 15 vibrating wire strain gauges were incorporated into the tops of piles when they were connected to the mat. These strain gauges were monitored and settlements of the mat foundation were surveyed until about 12 months after the towers were topped out. The paper presents the design and the monitoring results, together with a numerical analysis for comparison
Session: InstrumentationPiled raft foundations have proved to be an economical alternative comparing...
Soil-pile-structure interaction analysis is the simultaneous consideration of the structural frame, ...
Economy, reliability and amount of information gathered from post construction quality control load ...
One of the basic roles of foundations is to safely transfer loads from the structure to the subsoil ...
Excessive differential settlement along bridge approach is commonly found in the lower central regio...
This thesis covers the investigation into the design and performance of the piled raft foundation fo...
The study describes the standard procedure of the assessment of the bearing capacity of piles by fie...
The Millennium Tower in San Francisco, which was the tallest building in western United States, reco...
It is necessary to observe the deformation of buildings while they are constructed and utilized. Bas...
Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise...
Abstract: This paper describes the foundation design process adopted for two high-rise buildings in ...
Pile Foundation is a type of foundation where the super structural load is transferred to the weak o...
The focus of this thesis is to deal with reverse engineering of high-rise building settlements. This...
The analysis and design of foundations for the World\u27s Tallest Building are described. The result...
Most foundations are designed to support mainly compressive loads from the superstructure. However, ...
Session: InstrumentationPiled raft foundations have proved to be an economical alternative comparing...
Soil-pile-structure interaction analysis is the simultaneous consideration of the structural frame, ...
Economy, reliability and amount of information gathered from post construction quality control load ...
One of the basic roles of foundations is to safely transfer loads from the structure to the subsoil ...
Excessive differential settlement along bridge approach is commonly found in the lower central regio...
This thesis covers the investigation into the design and performance of the piled raft foundation fo...
The study describes the standard procedure of the assessment of the bearing capacity of piles by fie...
The Millennium Tower in San Francisco, which was the tallest building in western United States, reco...
It is necessary to observe the deformation of buildings while they are constructed and utilized. Bas...
Widely deformable subsoil verifies a predominant concern in the design and construction of high-rise...
Abstract: This paper describes the foundation design process adopted for two high-rise buildings in ...
Pile Foundation is a type of foundation where the super structural load is transferred to the weak o...
The focus of this thesis is to deal with reverse engineering of high-rise building settlements. This...
The analysis and design of foundations for the World\u27s Tallest Building are described. The result...
Most foundations are designed to support mainly compressive loads from the superstructure. However, ...
Session: InstrumentationPiled raft foundations have proved to be an economical alternative comparing...
Soil-pile-structure interaction analysis is the simultaneous consideration of the structural frame, ...
Economy, reliability and amount of information gathered from post construction quality control load ...