Add to ORKGThe purpose of this work is to find the optimized number of probing to be performed as a means of minimizing its cost and maximizing its efficiency as well as the own foundations themselves. It will be used data from probing and load tests on CFA piles, each probing furnishing a particular bearing capacity value to a project CFA pile like those mentioned through forecasting semi-empiric methods. Working with three up to fifteen probing and using combinatory analysis (it will be, at each fixed amount of probing to be researched, several possibilities among the potential fifteen available) it will be possible to answer this question. Of course the combinatory analysis will be technically possible because the soil variability found. The load t...
Abstract: The in situ behaviour of pile foundations is considerably influenced by variability in soi...
Over the last couple years, a number investigations into the α factors used for the cone penetration...
Planning and analyses on the excavation of construction sites for the soil (rock) mass can process u...
The modern recognition of subsoil with the use of CPTu static probes allows to obtain detailed infor...
The estimation of real geotechnical parameters is key factor for safe and economic design of geotech...
These datasets presents inputs for bearing capacity prediction methods. These methods are four well-...
Insufficient or inappropriate soil testing can lead to a range of undesirable consequences, and yet ...
A wide variety of cone penetration test (CPT) based methods of estimating pile base capacity exist. ...
Standard Penetration test (SPT) is a widely used in-situ test for characterizing variation of subsur...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
Uma das tarefas mais desafiadoras do engenheiro na área da Geotecnia é a escolha dos valores de parâ...
In the construction project, foundation takes very important part. The main aim of the foundation i...
In these last decades, the in situ tests have known considerable progress caused by the technologica...
The Cone Penetration Test (CPT) is well-recognized as a tool to calculate the ultimate bearing capac...
In the field of civil engineering, particularly structural foundations, low-cost options and time sa...
Abstract: The in situ behaviour of pile foundations is considerably influenced by variability in soi...
Over the last couple years, a number investigations into the α factors used for the cone penetration...
Planning and analyses on the excavation of construction sites for the soil (rock) mass can process u...
The modern recognition of subsoil with the use of CPTu static probes allows to obtain detailed infor...
The estimation of real geotechnical parameters is key factor for safe and economic design of geotech...
These datasets presents inputs for bearing capacity prediction methods. These methods are four well-...
Insufficient or inappropriate soil testing can lead to a range of undesirable consequences, and yet ...
A wide variety of cone penetration test (CPT) based methods of estimating pile base capacity exist. ...
Standard Penetration test (SPT) is a widely used in-situ test for characterizing variation of subsur...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
Uma das tarefas mais desafiadoras do engenheiro na área da Geotecnia é a escolha dos valores de parâ...
In the construction project, foundation takes very important part. The main aim of the foundation i...
In these last decades, the in situ tests have known considerable progress caused by the technologica...
The Cone Penetration Test (CPT) is well-recognized as a tool to calculate the ultimate bearing capac...
In the field of civil engineering, particularly structural foundations, low-cost options and time sa...
Abstract: The in situ behaviour of pile foundations is considerably influenced by variability in soi...
Over the last couple years, a number investigations into the α factors used for the cone penetration...
Planning and analyses on the excavation of construction sites for the soil (rock) mass can process u...