shailendra patil’s Post

Reaction method static pile load test

Static Load Test for piles

Pressure vessel - General and detail drawing for granulation stack

Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for Foundation Piles This Lecture 91 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” explains about Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for foundation piles. It actually is a “Low Strain” Test Method (as it requires the impact of only a small hand-held hammer) to evaluate pile integrity and/or pile length for its Quality Assurance. It is done either as per Pulse-Echo (Sonic Echo – a time domain analysis) Method or as per Transient Response (frequency domain analysis) Procedure. It also describes and discusses about the Description of Test Method, Test Equipment, Test Personnel, Test Preparation, Result Presentation, Depiction of Test Graph Results in the form of velocity signal versus pile length, as well, what does PIT do? Limitations of PIT, Summary and Recommendations of Pile Integrity Test Report, Acceptance and Rejection of Pile Integrity Test Results and Remedial Actions suggested for failed/rejected or questionable Piles. #geotechnicalengineeringconsultancytips #anuragkapoor #pileintegritytest #IS14893 #pileintegritytestingbyPIT #PIT #PITanondestructiveintegritytestmethod #PITaLowStrainTestMethod #whatdoesPITdo #limitationsofPIT #pileintegritytestreport #pileintegritytestresults #pileintegritytestmethods #IS14893:2021 https://lnkd.in/dSqfANCa

Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for Foundation Piles This Lecture 91 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” explains about Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for foundation piles. It actually is a “Low Strain” Test Method (as it requires the impact of only a small hand-held hammer) to evaluate pile integrity and/or pile length for its Quality Assurance. It is done either as per Pulse-Echo (Sonic Echo – a time domain analysis) Method or as per Transient Response (frequency domain analysis) Procedure. It also describes and discusses about the Description of Test Method, Test Equipment, Test Personnel, Test Preparation, Result Presentation, Depiction of Test Graph Results in the form of velocity signal versus pile length, as well, what does PIT do? Limitations of PIT, Summary and Recommendations of Pile Integrity Test Report, Acceptance and Rejection of Pile Integrity Test Results and Remedial Actions suggested for failed/rejected or questionable Piles. #geotechnicalengineeringconsultancytips #anuragkapoor #pileintegritytest #IS14893 #pileintegritytestingbyPIT #PIT #PITanondestructiveintegritytestmethod #PITaLowStrainTestMethod #whatdoesPITdo #limitationsofPIT #pileintegritytestreport #pileintegritytestresults #pileintegritytestmethods #IS14893:2021 https://lnkd.in/dSqfANCa

Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for Foundation Piles This Lecture 91 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” explains about Pile Integrity Testing by PIT which is a Non-Destructive Integrity Test Method for foundation piles. It actually is a “Low Strain” Test Method (as it requires the impact of only a small hand-held hammer) to evaluate pile integrity and/or pile length for its Quality Assurance. It is done either as per Pulse-Echo (Sonic Echo – a time domain analysis) Method or as per Transient Response (frequency domain analysis) Procedure. It also describes and discusses about the Description of Test Method, Test Equipment, Test Personnel, Test Preparation, Result Presentation, Depiction of Test Graph Results in the form of velocity signal versus pile length, as well, what does PIT do? Limitations of PIT, Summary and Recommendations of Pile Integrity Test Report, Acceptance and Rejection of Pile Integrity Test Results and Remedial Actions suggested for failed/rejected or questionable Piles. #geotechnicalengineeringconsultancytips #anuragkapoor #pileintegritytest #IS14893 #pileintegritytestingbyPIT #PIT #PITanondestructiveintegritytestmethod #PITaLowStrainTestMethod #whatdoesPITdo #limitationsofPIT #pileintegritytestreport #pileintegritytestresults #pileintegritytestmethods #IS14893:2021 https://lnkd.in/dSqfANCa

Stage 1 - Lowering of first 35m Pipe

Pressure Vessel - ladder and platform drawing for granulation stack

10kV cable fault location testing------ Cable path: unclear path, cable laying trench and pipe, Rough measurement distance: about 1360m Precise positioning of fault point distance: 1450m Fault type: joint (with explosion-proof shell, buried in soil) fault ——XZH TEST

what is the accuracy of pipe level?