Ground improvement for the second phase construction of Kansai International Airport

2007 ◽  
pp. 401-408
Keyword(s):  
Ground Improvement ◽  
Second Phase ◽  
International Airport

scholarly journals Evaluasi Perbaikan Tanah Menggunakan Rapid Impact Compaction pada Tanah Berpotensi Likuefaksi

2020 ◽  
Vol 4 (2) ◽  
pp. 82-92
Author(s):  
Desti Santi Pratiwi
Keyword(s):  
Ground Improvement ◽  
Ground Surface ◽  
Soil Condition ◽  
Standard Penetration Test ◽  
Soil Material ◽  
International Airport ◽  
Before And After ◽  
Project Site ◽  
Rapid Impact Compaction ◽  
Problematic Soil

ABSTRAKRapid Impact Compaction (RIC) merupakan salah satu metode perbaikan tanah secara mekanik untuk tanah granular. Prinsip dasar dari Rapid Impact Compaction yaitu menjatuhkan beban hammer dengan tinggi jatuh yang relatif rendah dengan kecepatan yang tinggi. RIC dapat dijadikan alternatif dalam mitigasi likuefaksi. Beberapa penelitian sebelumnya menyatakan bahwa RIC dapat memperbaiki tanah hingga kedalaman 6 m. Pada penelitian ini, evaluasi efektifitas perbaikan tanah menggunakan RIC dilakukan di lokasi Pembangunan New Yogyakarta International Airport Kulon Progo. Pada lokasi tersebut terdapat tanah pasir lepas dan berpotensi likuefaksi hingga kedalaman 8m. Analisis yang dilakukan yaitu membandingkan nilai Standard Penetration Test (SPT) sebelum dan setelah perbaikan tanah dengan RIC. Hasil analisis menunjukkan bahwa terdapat kenaikan nilai SPT sebesar 10 – 12, sehingga dapat memehuni kriteria desain yang telah ditentukan untuk mitigasi likuefaksi.Kata kunci: perbaikan tanah, likuefaksi, Rapid Impact Compaction, SPT. ABSTRACTRapid Impact Compaction (RIC) is one of mechanical ground improvement technique that suitable for granular soil material. The principle of this method is repeatedly strike an impact plate on the ground surface using a hydraulic hammer. RIC can be implemented as an alternative for liquefaction mitigation. Some previous studies have stated that RIC can improve the soil to a depth of 6 m. The evaluation of effectiveness RIC to improving problematic soil was taken in New Yogyakarta International Airport project. At the project site, the soil condition is consist of loose sand and potential to be liquefied up to 8 m depth. The analysis has donne by comparing the SPT value before and after improving by RIC. The result of analysis gave an information that there is an increace SPT value of 10 – 12, so it can meet with the design criteria for mitigation of liquefaction.Keywords: ground improvement, liquifaction, Rapid Impact Compaction, SPT.

scholarly journals Evaluasi Perbaikan Tanah Menggunakan Rapid Impact Compaction pada Tanah Berpotensi Likuefaksi

2020 ◽  
Vol 4 (2) ◽  
pp. 82-92
Author(s):  
Desti Santi Pratiwi
Keyword(s):  
Ground Improvement ◽  
Ground Surface ◽  
Soil Condition ◽  
Standard Penetration Test ◽  
Soil Material ◽  
International Airport ◽  
Before And After ◽  
Project Site ◽  
Rapid Impact Compaction ◽  
Problematic Soil

ABSTRAKRapid Impact Compaction (RIC) merupakan salah satu metode perbaikan tanah secara mekanik untuk tanah granular. Prinsip dasar dari Rapid Impact Compaction yaitu menjatuhkan beban hammer dengan tinggi jatuh yang relatif rendah dengan kecepatan yang tinggi. RIC dapat dijadikan alternatif dalam mitigasi likuefaksi. Beberapa penelitian sebelumnya menyatakan bahwa RIC dapat memperbaiki tanah hingga kedalaman 6 m. Pada penelitian ini, evaluasi efektifitas perbaikan tanah menggunakan RIC dilakukan di lokasi Pembangunan New Yogyakarta International Airport Kulon Progo. Pada lokasi tersebut terdapat tanah pasir lepas dan berpotensi likuefaksi hingga kedalaman 8m. Analisis yang dilakukan yaitu membandingkan nilai Standard Penetration Test (SPT) sebelum dan setelah perbaikan tanah dengan RIC. Hasil analisis menunjukkan bahwa terdapat kenaikan nilai SPT sebesar 10 – 12, sehingga dapat memehuni kriteria desain yang telah ditentukan untuk mitigasi likuefaksi.Kata kunci: perbaikan tanah, likuefaksi, Rapid Impact Compaction, SPT. ABSTRACTRapid Impact Compaction (RIC) is one of mechanical ground improvement technique that suitable for granular soil material. The principle of this method is repeatedly strike an impact plate on the ground surface using a hydraulic hammer. RIC can be implemented as an alternative for liquefaction mitigation. Some previous studies have stated that RIC can improve the soil to a depth of 6 m. The evaluation of effectiveness RIC to improving problematic soil was taken in New Yogyakarta International Airport project. At the project site, the soil condition is consist of loose sand and potential to be liquefied up to 8 m depth. The analysis has donne by comparing the SPT value before and after improving by RIC. The result of analysis gave an information that there is an increace SPT value of 10 – 12, so it can meet with the design criteria for mitigation of liquefaction.Keywords: ground improvement, liquifaction, Rapid Impact Compaction, SPT.

scholarly journals Optimisation of Cost in Ground Improvement for Upcoming Navi Mumbai International Airport

2021 ◽  
Vol 10 (6) ◽  
pp. 174-181
Author(s):  
M. P. Suryawanshi ◽  
◽  
Raju Narwade ◽  
Karthik Nagrajan ◽  
◽  
...  
Keyword(s):  
Ground Improvement ◽  
Soft Clay ◽  
Cost Optimization ◽  
Stone Columns ◽  
Development Projects ◽  
Coastal Regions ◽  
International Airport ◽  
The Past ◽  
Appropriate Treatment ◽  
The Cost

This study aimed to optimise the cost of ground improvement by considering the residual settlement in marshy lands for development of new International airport by applying the appropriate treatment to overcome the issues that meets cost and time. Globally the increasing demands of trading and servicing activities require the development of an International airport in major cities. The Mumbai is one of the biggest commercial destinations of our country also necessitates the development of another airport besides the existing airport in the region. From the past few decades, researches and studies show various ways of ground improvements for the airport area in coastal regions. This study shows the cost optimization of ground improvement work by adopting the end on dumping of locally available blasted rocks instead of ground improvement techniques. This study works on principle that stone is puncturing to the very soft to soft clay and at the same time clay are getting displaced thus, effective thickness of clay is getting reduced. The objectives of this study are to optimize the cost of ground improvement and reduce the residual settlement of airport land in coastal regions. Adopting of end on dumping methods is appropriate in view of cost and feasibility of site than the ground improvement techniques. The cost of end on dumping is Thirty-six percent less than the stone columns technique. It can be concluded that for future ground development projects filling of stones by the end of the dumping method can be considered as the appropriate solution concerning time and cost.

Grain Refinement in Titanium-Erbium Alloys

1974 ◽  
Vol 32 ◽  
pp. 522-523
Author(s):  
B. B. Rath ◽  
J. E. O'Neal ◽  
R. J. Lederich
Keyword(s):  
Electron Microscopy ◽  
Size Distribution ◽  
Grain Refinement ◽  
Grain Growth ◽  
Volume Fraction ◽  
Pure Titanium ◽  
Systematic Investigation ◽  
Second Phase ◽  
Titanium Matrix ◽  
Average Size

Addition of small amounts of erbium has a profound effect on recrystallization and grain growth in titanium. Erbium, because of its negligible solubility in titanium, precipitates in the titanium matrix as a finely dispersed second phase. The presence of this phase, depending on its average size, distribution, and volume fraction in titanium, strongly inhibits the migration of grain boundaries during recrystallization and grain growth, and thus produces ultimate grains of sub-micrometer dimensions. A systematic investigation has been conducted to study the isothermal grain growth in electrolytically pure titanium and titanium-erbium alloys (Er concentration ranging from 0-0.3 at.%) over the temperature range of 450 to 850°C by electron microscopy.

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