scholarly journals STUDI INTEGRITAS TIANG DENGAN CROSSHOLE SONIC LOGGING, CROSSHOLE TOMOGRAPHY, PILE INTEGRITY TEST, DAN PARALLEL SEISMIC

2019 ◽  
Vol 2 (4) ◽  
pp. 143
Author(s):  
Fanny Oktarina ◽  
Sunarjo Leman ◽  
Ali Iskandar
Keyword(s):  
Integrity Test ◽  
Sonic Logging ◽  
Pile Integrity

Fondasi merupakan unsur yang sangat penting dalam suatu bangunan. Suatu bangunan akan mengalami kegagalan struktur jika fondasi yang direncanakan tidak memenuhi persyaratan meskipun struktur atasnya telah direncanakan dengan baik. Kegagalan struktur yang dimaksud adalah bahan yang digunakan untuk menyalurkan beban bangunan harus cukup kuat dan tidak mengalami kerusakan bahan. Demi mencegah kegagalan struktur, dilakukan uji integritas pada tiang yang tidak merusak struktur fondasi. Uji integritas yang akan dilakukan adalah Crosshole Sonic Logging, Crosshole Tomography, Pile Integrity Test, dan Parallel Seismic. Dari hasil pengujian integritas pada tiang tersebut didapatkan kedalaman tiang dan letak kerusakan tiang.

scholarly journals RECENT ADVANCES OF CAST-IN-SITU PILE INTEGRITY TEST IN INDONESIA

2018 ◽  
Vol 1 (1) ◽  
pp. 23
Author(s):  
Aksan Kawanda
Keyword(s):  
Soil Condition ◽  
Deep Foundations ◽  
Integrity Test ◽  
Recent Advances ◽  
Sonic Logging ◽  
Non Destructive ◽  
Pile Integrity ◽  
Thermal Integrity

<p class="Abstract"><em>Deep foundations, especially cast-in-situ piles became popular and key support for most structures in limited land, so as Jakarta. The piles quality became highly dependent on the soil condition and the skill of the contactors. It’s underneath the ground and this makes inspection to its quality became much more difficult. There is many methods for inspection, either by destructive method, i.e. coring, to non-destructive method like low strain integrity test (PIT), cross-hole sonic logging (CSL) and latest is thermal integrity profiler (TIP). Some advances in applicating and evaluating the pile integrity discussed here as well as its advantages and limitations.</em></p>

scholarly journals Sonic Logging Vs PIT untuk Mendeteksi Integritas Pondasi Tiang

2011 ◽  
Vol 2 (2) ◽  
pp. 1031
Author(s):  
Gouw Tjie Liong
Keyword(s):  
Basic Theory ◽  
Load Testing ◽  
Destructive Testing ◽  
Pile Capacity ◽  
Advantages And Disadvantages ◽  
Integrity Testing ◽  
First Category ◽  
Sonic Logging ◽  
Second Category ◽  
Pile Integrity

Non destructive testing on piles can be divided into two main categories. The first category is to find out the integrity of the piles, such as pile integrity testing (PIT) and sonic logging. The second category is to find out the pile capacity, such as dynamic load testing/pile driving analysis. Since the early 1990s, the application of the tests was brought into practice and gained its popularity in Indonesia. However, the basic theory behind the testing has not been widely disseminated. This study tries to elaborate the first category of the testing, i.e. the pile integrity testing and sonic logging. The basic theory, the advantages and disadvantages, the application, the limitation and the interpretation of those techniques shall be discussed. Comparison on case studies of those testing methods also shall be given. 

Perbaikan dan Perkuatan Fondasi Tiang Bor pada Bangunan Gedung Perkuliahan dengan Penambahan Tiang Pancang Bulat

2021 ◽  
Vol 1 (2) ◽  
pp. 55-60
Author(s):  
Annisa Junaid
Keyword(s):  
Pile Driving ◽  
Integrity Test ◽  
Test Analysis ◽  
Bearing Strength ◽  
Bored Pile ◽  
Load Combination ◽  
Adjacent Building ◽  
Pile Type ◽  
Pile Integrity ◽  
Sudden Collapse

Fondasi harus dibangun di atas tanah keras agar bangunan tetap stabil dan kokoh. Memastikan kekuatan fondasi adalah upaya dini untuk mencegah sudden collapse pada bangunan di kemudian hari. Penelitian ini dilakukan untuk mengetahui kuat dukung tanah pada ujung tiang fondasi dan mengamati sejauh apa kerusakan beton tiang bor pada bangunan yang baru masih dalam tahap pembangunan fondasi. Data penelitian diperoleh dari hasil pengujian PDA (Pile Driving Analyzer) dan PIT (Pile Integrity Test) pada fondasi bangunan jenis bored pile D80. Pada gedung yang berdekatan, yang dikerjakan dengan sistem yang sama dan menggunakan spun pile D50. Data kuat dukung ultimate hasil manometer alat uji hidraulik 175 ton untuk pile D50. Dari analisis uji PDA, diperoleh nilai kuat dukung ijin rata-rata tiang bor adalah 70,25 ton (51%). Analisis ulang terhadap kombinasi beban menghasilkan tambahan spun pile di 44 titik. Pada beton bored pile yang mengalami kerusakan, dilakukan perbaikan seperti penambahan cor pada lapisan luar (concrete-jacketing) untuk menutupi lapisan tulangan yang terekspos, dan penambahan tulangan terpisah di sisi dalam beton untuk antisipasi bila tulangan luar rusak akibat korosi.The foundation must be placed on hard rock so that the building remains stable and solid. Thus, ensuring the strength of the foundation is an early effort to prevent sudden collapse of the building in the future. This research was conducted to determine the bearing strength of the soil at the ends of the foundation piles and to observe the extent of the damage to the drill pile concrete in the new building which is still in the foundation construction stage. The research data were obtained from the results of PDA (Pile Driving Analyzer) and PIT (Pile Integrity Test) testing on the foundation of the bored pile type D80 building. The adjacent building is being worked on with the same system and using a D50 spun pile. With the ultimate bearing strength data, the results of the hydraulic tool manometer = 175 tons for D50 piles. PDA test analysis obtained the average allowable bearing strength of the drill pile is 70.25 tons (51%). The re-analysis of the load combination resulted in additional spun piles at 44 points. In the damaged bored pile concrete, namely by adding cast to the outer layer (concrete-jacketing) to cover the exposed reinforcement layer, and adding separate reinforcement on the inside of the concrete to anticipate if the outer reinforcement is damaged due to corrosion.Fondasi harus dibangun di atas tanah keras agar bangunan tetap stabil dan kokoh. Memastikan kekuatan fondasi adalah upaya dini untuk mencegah sudden collapse pada bangunan di kemudian hari. Penelitian ini dilakukan untuk mengetahui kuat dukung tanah pada ujung tiang fondasi dan mengamati sejauh apa kerusakan beton tiang bor pada bangunan yang baru masih dalam tahap pembangunan fondasi. Data penelitian diperoleh dari hasil pengujian PDA (Pile Driving Analyzer) dan PIT (Pile Integrity Test) pada fondasi bangunan jenis bored pile D80. Pada gedung yang berdekatan, yang dikerjakan dengan sistem yang sama dan menggunakan spun pile D50. Data kuat dukung ultimate hasil manometer alat uji hidraulik 175 ton untuk pile D50. Dari analisis uji PDA, diperoleh nilai kuat dukung ijin rata-rata tiang bor adalah 70,25 ton (51%). Analisis ulang terhadap kombinasi beban menghasilkan tambahan spun pile di 44 titik. Pada beton bored pile yang mengalami kerusakan, dilakukan perbaikan seperti penambahan cor pada lapisan luar (concrete-jacketing) untuk menutupi lapisan tulangan yang terekspos, dan penambahan tulangan terpisah di sisi dalam beton untuk antisipasi bila tulangan luar rusak akibat korosi.

A KNOWLEDGE-BASED SYSTEM TO INTERPRET RESULTS FROM PULSE-ECHO PILE INTEGRITY TEST.

1991 ◽  
Vol 90 (1) ◽  
pp. 189-204
Author(s):  
J B COMERFORD ◽  
D I BLOCKLEY ◽  
J P DAVIS ◽  
Keyword(s):  
Integrity Test ◽  
Knowledge Based System ◽  
Knowledge Based ◽  
Pulse Echo ◽  
Pile Integrity

Evaluation of Thermal Integrity Profiling and Crosshole Sonic Logging for Drilled Shafts with Concrete Defects

2019 ◽  
Vol 2673 (8) ◽  
pp. 86-98
Author(s):  
Andrew Z. Boeckmann ◽  
J. Erik Loehr
Keyword(s):  
Temperature Effect ◽  
Temperature Rise ◽  
Maximum Rate ◽  
Drilled Shafts ◽  
Test Method ◽  
Drilled Shaft ◽  
Integrity Test ◽  
Sonic Logging ◽  
Thermal Integrity

Thermal integrity profiling (TIP), which uses temperatures measured along drilled shafts during concrete curing to identify defects, has recently gained favor as an allowable concrete integrity test method for drilled shafts. Drilled shaft concrete temperatures are theoretically sensitive to defects anywhere within the shaft, which presents an opportunity for improving detection over the widely used crosshole sonic logging (CSL) method. This paper describes investigations conducted to compare detectability from TIP and CSL measurements for various types of defects. TIP and CLS measurements are presented for three full-scale drilled shafts constructed with ten intentional defects varying in location, character, and size. Comparison of these measurements indicates TIP and CSL tests are generally complementary with regard to their detection abilities. Each test method is effective for identifying certain types of defects, but limited or incapable of identifying other types of defects. The paper also includes an evaluation of the role of time on the detectability of TIP interpretations, demonstrating that the temperature effect of defects generally peaks around the time of the maximum rate of temperature rise and decreases significantly thereafter.

Application of Crosshole Sonic Logging in Foundation Pile Integrity Detection

2012 ◽  
Vol 487 ◽  
pp. 139-142
Author(s):  
Xiao Xin Yan ◽  
Fei Yang ◽  
Wei Tao Li ◽  
Ai Hua Li
Keyword(s):  
Basic Theory ◽  
Detection Technology ◽  
Foundation Pile ◽  
Sonic Logging ◽  
Engineering Projects ◽  
Pile Integrity

This article introduces the application of crosshole sonic logging in foundation pile integrity detection and the basic theory and application of crosshole sonic logging, and narrates the detection technology and way to judge detection results by engineering projects.

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