A new method for the evaluation of the ultimate load of piles by tests not carried to failure is proposed. It allows, by a proper use of the experimental results, a complete analysis of a pile behavior. In fact, the total, shaft and base load-settlement curves can be evaluated. It can be applied when shaft friction is fully mobilized during the test
The precise prediction of maximum load carrying capacity of bored piles is a complex problem because...
Incremental loading of a CPTU cone performed in addition to a dissipation test is a major improvemen...
Static load tests on foundation piles are generally carried out in order to determine load – the dis...
A new method for the evaluation of the ultimate load of piles by tests not carried to failure is pro...
Testing of bored piles is carried out to investigate the load-settlement behavior of the tested pile...
A new method was established to estimate the ultimate load, which is utilized in the assessment of p...
This study aims to estimate the ultimate resistances and initial stiffnesses of shaft and base of a ...
Until recently very few successful attempts, have been made to analyze the behavior of piles and pil...
The pile’s ultimate capacity or failure load must be computed by some criteria using load-settlement...
This article shows the mathematical method to determine the lateral stress on the shaft and toe resi...
A new algorithm based on the load-transfer method is presented in this study to determine the behavi...
In the literature, various "failure criteria" or methods of estimating the failure load in pile load...
This study describes a new hyperbolic method based on load transfer method for settlement analysis o...
Tests on piles—driven or bored—sometimes include instrumentation for determining the load distributi...
The article is focused on the evaluation of the static load test of piles by various methods. The ai...
The precise prediction of maximum load carrying capacity of bored piles is a complex problem because...
Incremental loading of a CPTU cone performed in addition to a dissipation test is a major improvemen...
Static load tests on foundation piles are generally carried out in order to determine load – the dis...
A new method for the evaluation of the ultimate load of piles by tests not carried to failure is pro...
Testing of bored piles is carried out to investigate the load-settlement behavior of the tested pile...
A new method was established to estimate the ultimate load, which is utilized in the assessment of p...
This study aims to estimate the ultimate resistances and initial stiffnesses of shaft and base of a ...
Until recently very few successful attempts, have been made to analyze the behavior of piles and pil...
The pile’s ultimate capacity or failure load must be computed by some criteria using load-settlement...
This article shows the mathematical method to determine the lateral stress on the shaft and toe resi...
A new algorithm based on the load-transfer method is presented in this study to determine the behavi...
In the literature, various "failure criteria" or methods of estimating the failure load in pile load...
This study describes a new hyperbolic method based on load transfer method for settlement analysis o...
Tests on piles—driven or bored—sometimes include instrumentation for determining the load distributi...
The article is focused on the evaluation of the static load test of piles by various methods. The ai...
The precise prediction of maximum load carrying capacity of bored piles is a complex problem because...
Incremental loading of a CPTU cone performed in addition to a dissipation test is a major improvemen...
Static load tests on foundation piles are generally carried out in order to determine load – the dis...