It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and therefore will, occur. The majority of the important flaws can be detected by standard non-destructive testing (NDT) methods. There are situations, however, when none of these methods is viable. One example is that of small diameter piles, penetrating through rockfill with large cavities and then socketed into rock. The Israel Ministry of Construction and Housing initiated a research project to evaluate the applicability of single hole ultrasonic testing (SHUT) to such piles. The following parameters were to be investigated: Minimum age of concrete that enables testing, the most suitable tube material, tube diameter and most advantageous probe s...
Three different methods for pile integrity testing are proposed to compare on a cylindrical homogene...
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M Universi...
Quality control is particularly important in soils and foundations with variable natural materials a...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
This paper describes an attempt to quantify flaw detectability in cross hole ultrasonic testing of p...
Ultrasonic testing, or crosshole logging (CSL), has become the primary means for judging the integri...
This paper described using Low Strain Method and Cross-Hole Sonic logging (CSL) for identify of inte...
Non-Destructive Testing (NDT) of deep foundations has become an integral part of the industry\u27s s...
Sonic integrity testing is a common method used to test the integrity of piles in Bangkok. An acoust...
During the last two decades, pile dynamic testing has gained widespread acceptance as a useful tool ...
Non-destructive testing of piles has gained increased acceptance for various purposes, e.g., quality...
An experimental programme has been conceived in order to check the reliability of sonic pile testing...
The purpose of in situ tests on deep foundations is to check the adequacy of pile-soil system for th...
Non-Destructive Testing (NDT) or Non-Destructive Evaluation (NDE) of a great variety of materials an...
Bored pile foundation system is widely used in various building foundations. The main reason of usin...
Three different methods for pile integrity testing are proposed to compare on a cylindrical homogene...
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M Universi...
Quality control is particularly important in soils and foundations with variable natural materials a...
It is now universally acknowledged that in bored piles (drilled shafts, caissons) flaws can, and the...
This paper describes an attempt to quantify flaw detectability in cross hole ultrasonic testing of p...
Ultrasonic testing, or crosshole logging (CSL), has become the primary means for judging the integri...
This paper described using Low Strain Method and Cross-Hole Sonic logging (CSL) for identify of inte...
Non-Destructive Testing (NDT) of deep foundations has become an integral part of the industry\u27s s...
Sonic integrity testing is a common method used to test the integrity of piles in Bangkok. An acoust...
During the last two decades, pile dynamic testing has gained widespread acceptance as a useful tool ...
Non-destructive testing of piles has gained increased acceptance for various purposes, e.g., quality...
An experimental programme has been conceived in order to check the reliability of sonic pile testing...
The purpose of in situ tests on deep foundations is to check the adequacy of pile-soil system for th...
Non-Destructive Testing (NDT) or Non-Destructive Evaluation (NDE) of a great variety of materials an...
Bored pile foundation system is widely used in various building foundations. The main reason of usin...
Three different methods for pile integrity testing are proposed to compare on a cylindrical homogene...
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M Universi...
Quality control is particularly important in soils and foundations with variable natural materials a...