Ultrasonic testing, or crosshole logging (CSL), has become the primary means for judging the integrity of bored piles and barrettes. While the test procedure is now well standardized, interpretation of the results is still controversial. The following paper reviews a number of published criteria, and then goes on to evaluate the various sources of measurement error: Concrete variability, access tube effect, FAT picking error, sampling error and hardening time effect. It is shown that in certain cases, especially in smaller diameter piles, potential error may exceed some established acceptance criteria. The paper describes two methods for accurate determination of wave velocity, and suggests themes for further study
Low strain pile integrity testing has been available over several decades. It is the widely used met...
The design of bored piles in Malaysia is usually based on the results of the standard penetration te...
In Singapore’s local practices, the results of RLT are typically interpreted by the Unloading Point ...
This paper describes an attempt to quantify flaw detectability in cross hole ultrasonic testing of p...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
This paper described using Low Strain Method and Cross-Hole Sonic logging (CSL) for identify of inte...
Crosshole Sonic Logging Tomography (CSLT) is an emerging innovative measurement system which provide...
An experimental programme has been conceived in order to check the reliability of sonic pile testing...
The pile load testing methods could be broadly classified into three categories: static, rapid and d...
Defects present in a pile may not be encountered during a cross-hole sonic logging (CSL) test. Even ...
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M Universi...
Bored pile foundation system is widely used in various building foundations. The main reason of usin...
Pile testing is undertaken to confirm that a pile has sufficient geotechnical strength, as per the d...
Sonic integrity testing is a common method used to test the integrity of piles in Bangkok. An acoust...
Low strain pile integrity testing has been available over several decades. It is the widely used met...
The design of bored piles in Malaysia is usually based on the results of the standard penetration te...
In Singapore’s local practices, the results of RLT are typically interpreted by the Unloading Point ...
This paper describes an attempt to quantify flaw detectability in cross hole ultrasonic testing of p...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
This paper described using Low Strain Method and Cross-Hole Sonic logging (CSL) for identify of inte...
Crosshole Sonic Logging Tomography (CSLT) is an emerging innovative measurement system which provide...
An experimental programme has been conceived in order to check the reliability of sonic pile testing...
The pile load testing methods could be broadly classified into three categories: static, rapid and d...
Defects present in a pile may not be encountered during a cross-hole sonic logging (CSL) test. Even ...
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M Universi...
Bored pile foundation system is widely used in various building foundations. The main reason of usin...
Pile testing is undertaken to confirm that a pile has sufficient geotechnical strength, as per the d...
Sonic integrity testing is a common method used to test the integrity of piles in Bangkok. An acoust...
Low strain pile integrity testing has been available over several decades. It is the widely used met...
The design of bored piles in Malaysia is usually based on the results of the standard penetration te...
In Singapore’s local practices, the results of RLT are typically interpreted by the Unloading Point ...