(Contoh / Example ) : Animal Experimental Unit, Animal Laboratory Center,
Faculty of Medicine, University. Malaya, 50603 Lembah Pantai, Kuala Lumpur.
BORANG ERGS – A1 (R) Kod Rujukan: (Diisi oleh RMC)
JABATAN PENGAJIAN TINGGI KEMENTERIAN PENGAJIAN TINGGI
EXPLORATORY RESEARCH GRANT SCHEME (ERGS) APPLICATION FORM One (1) copy of this form must be submitted to the Institution of Higher Education Excellence Planning Division, Department of Higher Education, Level 6, Block E14, Complex E, Federal Government Administrative Centre,62505 Putrajaya. [Incomplete Form will be rejected]
A
TITLE OF PROPOSED RESEARCH: Tajuk penyelidikan yang dicadangkan :
Title that demonstrate the exploration into new technique.
New Approach in Soil Improvement Using Expanding Piers Technique.
B B(i)
DETAILS OF RESEARCHER / MAKLUMAT PENYELIDIK Name of Project Leader: Nama Ketua Projek:
IC / Passport Number: No. Kad Pengenalan/ Pasport:
Prof.Dr.Khairul Anuar Kassim
B(ii)
Position (Please tick ( √ )): Jawatan (Sila tanda ( √ )): Professor Profesor
B(iii)
620903-02-5995
Assoc. Prof. / Sen. Lect. Prof. Madya / P. Kanan
Lecturer Pensyarah
Faculty /School/Centre/Unit (Please provide full address): Fakulti /Jabatan /Pusat/Unit (Sila nyatakan alamat penuh): Faculty of civil Engineering
B(iv)
Office Telephone No.: No. Telefon Pejabat: 075537803
B(v)
E-mail Address: Alamat e-mel:
[email protected]
Handphone No.: No. Telefon Bimbit: 0127720558
B(vi)
Date of first appointment with this University: Tarikh mula berkhidmat dengan Universiti ini: 15/12/1987
B(vii)
Type of Service (Please tick ( √ )): Jenis Perkhidmatan (Sila tanda ( √ )):
Permanent Tetap
C C(i)
Contract (State contract expiry date): Kontrak (Nyatakan tarikh tamat kontrak): ____________________
RESEARCH INFORMATION / MAKLUMAT PENYELIDIKAN Research Area (Please tick ( √ )): Bidang Penyelidikan (Sila tanda ( √ )):
A.
B.
C.
Pure and Applied Science (Sains Tulen dan Gunaan) Chemistry (Kimia)
Physic (Fizik)
Biology (Biologi)
Biochemistry (Biokimia)
Materials Science (Sains Bahan)
Mathematics and Statistics (Matematik dan Statistik)
Computer Science (Sains Komputer)
Biotechnology (Bioteknologi)
Technology and Engineering (Teknologi dan Kejuruteraan) Mechanical & Manufacturing (Mekanikal dan Pembuatan)
Electrical and Electronic (Elektrikal dan Elektronik)
General (Awam)
Material and Polymer (Bahan dan Polimer)
Chemical Engineering (Kejuruteraan Kimia)
Information and Communication Technology (Teknologi Komunikasi dan Informasi)
Energy (Tenaga)
Transportation (Pengangkutan)
Clinical and Health Sciences (Sains Kesihatan dan Klinikal) Basic Medical Sciences (Sains Perubatan Asas)
Pharmacy (Farmasi)
Pharmacology (Farmakologi)
Medical Microbiology (Mikrobiologi Perubatan)
Parasitology (Parasitologi)
Pathology (Pathologi)
Community Medical Prevention (Perubatan Pencegahan Masyarakat)
Clinical Surgical (Klinikal Surgikal)
Clinical Medical (Klinikal Medikal)
Associate Health Science (Sains Kesihatan Bersekutu)
Dental (Pergigian)
Nursing Science (Sains Kejururawatan)
D.
E.
Social Sciences (Sains Sosial) Anthropology (Antropologi)
Psychology (Psikologi)
Sociology (Sosiologi)
Political Science (Sains Politik)
Management and Business (Pengurusan dan Perniagaan)
Geography (Geografi)
Economic (Ekonomi)
Human Ecology (Ekologi Manusia)
Communication (Komunikasi)
Arts and Applied Arts (Sastera dan Sastera Ikhtisas) Language and Linguistic (Bahasa dan Linguistik)
Literature (Kesusasteraan)
Religion (Agama)
Philosophy (Falsafah)
Civilization (Tamadun)
History (Sejarah)
Art (Seni)
Culture (Budaya)
Education (Pendidikan)
Principle and Law (Dasar dan Undang-undang)
Built Environment (Alam BinaAspek Kemanusiaan)
Environment (Alam SekitarAspek Kemanusiaan)
F. Natural Sciences and National Heritage (Sains Tabii dan Warisan Negara) Environment (Alam Sekitar)
Forestry (Perhutanan)
Argiculture (Pertanian)
Marine (Marin)
Archaeology (Arkeologi)
Geology (Geologi)
Ethnography (Etnografi)
Built Environment (Heritage Aspect) Alam Bina (Aspek Warisan)
Culture (Budaya)
Various Biology (Kepelbagaian Biologi) G. Defence and Security (Pertahanan dan Keselamatan) Strategic & Policy Studies (Pengajian Strategik & Polisi)
Cyber Security (Keselamatan Siber)
Defence Technology (Teknologi Pertahanan)
Defence Management (Pengurusan Pertahanan)
Nasional Security & Public Wellbeing (Keselamatan Negara & KesejahteraanAwam)
Aerospace & Maritime (Aeroangkasa & Maritim)
C(ii)
Location of Research: Tempat penyelidikan dijalankan: (Contoh / Example ) : Animal Experimental Unit, Animal Laboratory Center, Faculty of Medicine, University Malaya, 50603 Lembah Pantai, Kuala Lumpur
Geotechnical Laboratory, Factulty of Civil Engineering Universiti Teknologi Malaysia, 81310, UTM Johor
C(iii)
Duration of this research (Maximum 36 months): Tempoh masa penyelidikan ini (Maksimum 36 bulan):
Duration: ______30 month__________ Tempoh : From Dari
: _______1/6/2012__________ :
To : _________31/12/2014_______ Hingga :
C(iv)
Other Researchers: Ahli-ahli penyelidik yang lain: (Please include your curriculum vitae if necessary)
Bil
Name Nama
IC / Passport Number: No. Kad Pengenalan/ Pasport:
Faculty/ School/ Centre/ Unit Fakulti/ P.Pengajian/ Pusat/Unit
Academic Qualification/ Designation Tahap Kelayakan Akademik/Jawatan
1
Assoc.Prof.Dr.Ramli Nazir
611021-01-5715
Faculty of Civil Eng.
PhD
2
Payman. Alimohammadi
201109M10190
Faculty of Civil Eng.
Msc.
3
Mahdy. Khari
201006M10259
Faculty of Civil Eng.
Msc
4
5
6
Signature Tandatangan
C(v)
Research projects that have been completed or ongoing by researchers for the last three years. Please provide title of research, duration, year commence and year ending. Sila sediakan maklumat termasuk termasuk tajuk, tempoh, tahun mula dan tahun tamat bagi penyelidikan yang sedang/telah dijalankan oleh penyelidik-penyelidik di dalam tempoh tiga tahun terakhir.
Title of Research Tajuk penyelidikan
The Nanostructure Study on The Mechanism of Lime Stabilised Soil The effect of catalyst on soil stablization by application of lime
The performance of soft marine clay in Malaysia using Geotextile encapsulate lime column. Effect of blended zeolite on the Microstructure and Strength of tabilised Organic Soil C(vi)
Grant’s Name Nama Geran
Position / Role Jawatan / Peranan
Show track record of Duration Start Date End Date Tempoh Tarikh mula Tarikh previous research for thetamat past 3 years
MOHE
Project Leader
24 month
Jan 2007
Dec 2008
MOHE
Project Leader
24 month
Feb 2007
Feb 2009
Institutional
Project Leader
24 month
Jan 2011
Dec 2012
FRGS
Project Leader
24 month
April 2010
March 2012
Please furnish information on academic publications that has been published by the researchers for the last five (5) years. (Example: Journals, Books, Chapters in books, etc) Sila kemukakan maklumat berkaitan penerbitan akademik yang telah diterbitkan oleh penyelidik dalam tempoh lima (5) tahun terakhir. (Contoh: Jurnal, buku, bab dalam buku, dll) Title of publication Tajuk penerbitan
Name of journals/booksTrack record onYear published Nama jurnal/buku diterbitkan publications forTahun the past 3
years Ground Improvement, Institution of Civil Engineers. Volume 164 Issue GI1
2011
Characterization of phosphoric acid- and lime-stabilized tropical lateritic clay
.Journal of Environmental Earth Sciences, Vol. 63(5), 1057-1066
2011
Cation Exchange Capacity Of a Quartz-Rich Soil in an Acidic and Basic Environment
Advanced Materials Research Vols. 255-260 (2011) pp 2766-2770
2011
Electrokinetic treatment on a tropical residual soil
Stabilization of tropical kaolin soil with phosphoric acid and lime
Natural Hazards Journal
2011
Uplift capacity of anchor plates in two-layered cohesive-frictional soils
Journal of Applied Sciences Volume 11, Issue 3, 2011, Pages 589-591
2011
Soil improvement by reinforced stone columns based on experimental works
Electronic Journal of Environmental, Agricultural and Food Chemistry, Volume 10, Issue 7, 2011, Pages 2460-2478
2011
Anchor Plates in Two-Layered Cohesion Less Soils
American Journal of Agriculture and Bioengineering
2010
Analytical and Numerical Study on Explosion into/on Cohesion less Soils
Journal of Combustion, Explosion, and Shock Waves, Russia
2010
Pullout Test of Horizontal Square Anchor Plates in Cohesion less Soils
Journal of geotechnical and geological engineering, Springer
2010
Pullout Capacity of Irregular Shape Anchor in Sand
Uplift of Irregular Shape Anchor in Cohesion less Soil
Uplift Response of Irregular Shape Anchor in Sand Simulation Comparison of Dispersion Behavior of Dry Sand Subjected to Explosion Determination of Plastic Limit of Soil Using Modified Method Influence of Moisture Content on the Strength of Weathered Sandstone
C(vii)
Journal of Soils and Foundations 2010
Journal of Geotechnical and Geoenvironmental Engineering, ACSE
2009
Journal of Geotechnique 2009
International Journal of geomechanics, ASCE
2009
Malaysian Journal of Civil Engineering, MJCE
2008
Malaysian Journal of Civil Engineering, MJCE
2008
Comprehensive research summary and clear expectation
Executive Summary of Research Proposal (maximum 300 words) (Please include the background of research, literature reviews, objectives, research methodology and expected outcomes from the research project) Ringkasan Cadangan Eksekutif Penyelidikan (maksima 300 patah perkataan) (Meliputi latar belakang penyelidikan, kajian literatur, kaedah penyelidikan, objektif dan jangkaan hasil penyelidikan) Preloading soils are one of the most significant methods to improve soft soils. This method can be used to the different type of soils such as clays, sands, silts, soft silts, loose sands, peat and organic soils. Preloading can also be used with stone cloumn, lime column and other means to expedirte the vertical consolidation. A new technique proposed is to use preloading laterallyby means of an expanding pier concept to provide radial
consolidatiion. The expanded pier is constructed by inserting membrane that can be expanded using air, slurry foam, gas or liquid through a hose connected to a compressor. To obtain the objectives of this study, a model of the expending pier will be developed using physical and two numerical models. In the first numerical model, the radial consolidation and the lateral movement of the soil will be analysed based on cavity expansion theory using the ANSYS computer code.The result will be compared with the physical model constructed using an expandable membrane inflated using injected foam through a compressor at different pressures. To ensure that the soil and pier movements can be visually observed and measured, a transparent soil technique will be used. The transparent soil is formulated from silica powder to simulate the soft soil condition and the displacement will be measured using PIV technique and laser for image deflection. The changes in vertical stiffness or shear strength and settlement will be measured using vane shear tests and transducers respectively after each loading sessions .The results will be compared with the numerical analysis using Plaxis. The effect of inflation or expended piers to the radial consolidation will be verified based on the improvement of soil strength and its stiffness. It is expected that from this research, a new concept and approach of soil soil improvement can be adopted as an alternative to vertical preloading which requires tons of imported materials and involves trafiic on site.The new approach will established the procedures and design for application purposes.
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Detailed proposal of research project: Cadangan maklumat penyelidikan secara terperinci:
Detail background and explaining the new technique
(a) Research background including Hypothesis /Research Questions and Literature Reviews. Keterangan latar belakang penyelidikan termasuk kenyataan hipotesis / persoalan penyelidikan dan kajian literatur. The civil engineering community is familiar with different techniques to improve soft soils as like as vertical drainage, compaction grouting, installing auger cast piles, compact rammed aggregate piers, tapered displacement piles, pressure-injected piles, stone column, helical piers and drilled piles. A novel approach proposed is to achieve soft soil ground improvement by means of applying radial compression and using preload piers. Radially preloading or expanding piers can be performed as pre-treatment before a structure or embankment is built. The main idea behind the preload piers is densification in the radial direction by controlled displacement and thus consolidation of the soil. In this method, after the member is positioned in the ground, through a hose it can be expanded by air, slurry, sand, foam, gas, liquid, solid substance, composition or combination as a desired shape. Expansion of the member increases the density of the surrounding soil of the pier and consequently increases the stiffness soil and decreases the vertical settlement. Until now, the main focus has been on the effects of the adjacent soil on the load capacity of a pile such as improved skin friction, but not on the stiffness improvement of the soils in a perimeter adjacent to piles. On the other hand, the studies of the preloading effects on the soil stiffness have focused on the soils that are preloaded in the vertical direction (Moseley, 1993). In fact, there is no research that provides a direct basis to predict vertical stiffness changes in soil in response to preloading in the radial direction under the essentially constant vertical stress. Moreover, it is not known how much the vertical stiffness improvement can be expected due to the stress changes induced by a radially expanding pier. Handy (2001) has described how preloading can also be achieved by imposition of lateral loading in soft ground with an expected improvement in stiffness. In addition, Yu (2000) has shown that the soil is displaced predominately outwards in the radial movement of the soil due to pile driving similar to the expansion of a cylindrical cavity. Randolph et al (1979) modeled the pile driving using the undrained expansion of a cylindrical cavity. The excess pore water pressure generated in this process has subsequently been assumed to dissipate by means of outward radial flow of pore water.In 2000, Wie studied the radial consolidation effects on the shear modulus and the strength of the soil based on the cavity expansion theory. Hung( 2006) and Ambily ( 2007) determined the shear srength in the soft soils using the numerical modelling and the laboratory tests, however, these studies had been only done on the horizontally radial consolidation.
The soil settlement in the compaction grouting piles and the rammed aggregate piers have been studied by Richard(2001) and Jian et. al ( 2009), respectively.Christopher et. al (2002) porposed a sreies of the reaseraches on the stiffness and the compressibility of the soft clay by the full-scale and the laboratory test. In addition, the radial consolidation due to the pile driving in soft clay has been studied by Jun et. al (2010), Haiying et. al (2010) and Jason (2005). The soil displacements due to pile driving using transparent soil and PIV method has been carried out by Ni et. al (2010).Biringen (2006) has studied soil stiffness changes due to preloaded piers using the triaxial tests and the numerical modelling. Moreover, the zone of influence during the installation of the preload piers has been studied by Biringen (2009).
Transparent soil technique to visually see deformation of soil and piers
PIV technique for displacement measurement
Physical Modelling of Expending Piers
Refrences:
Must include recent references
1-Ambily A.P. and Shailesh,R.G. (2007),"Behavior of Stone Columns Bases on Experimental and FEM Analysis", Journal of Geotechnical and Geoenvirromental Engeering, ASCE April 2007 2-Biringen,E.(2006), "Radial Preloading for Ground Improvement",PHD Thesis, University of Wisconsin-Madison 3-Biringen,E.(2009), "Zone of Influence During Installation of Preload Piers", 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 28-30 May 2009, Near East University, Nicosia, North Cyprus 4-Christopher E. Hunt, Juan M. Pestana, Jonathan D. Bary, Michael Riemer, (2002), "Effect of Pile Driving on Static and Dynamic Properties of Soft Clay", Journal of Geotechnical and Geoenvironmental Engineering july 2002 5-Haiying Huang, Emmanuel Detournay, (2010), "Cylindrical Cavity Expansion from a Finite Radius", ASCE, Geoshanghai 2010 International Conference 6-Hung-Jiun Liao, Shi-Fon Su, Wen-Lung Chen, (2006), "Ground Improvement Piles Induced Shear Strength Increase in Normally Consolidated Clay", Journal of the Chinese Institute of Engineering, Vol. 29, No.1, PP. 1321 7-Jason Y. Wu, (2005), "Numerical Study of Radial Ground Improvement Technology in Soft Clay", ASCE 2005 8-Jian-Feng Chen, Jie Han, Sadik Oztoprak, Xiao-Ming Yang, (2009), "Behavior of Single Rammed Aggregate Piers Considering Installation Effects", Elsevier 36(2009) 1911-1199 9-John D. Nelson, Kuo-Chieh, Daniel D. Overton, "Design of Pier Foundations on Expansive Soils" 10-Moseley, M. P. (1993). "Ground Improvement." Dynamic Compaction,Lime 11-Nil S. H. (1 987). "Dynamic properties of sand under true triaxial stress states from resonant column and torsion shear tests," Ph.D. thesis, The University of Texas in Austin 12-Randolph M. F, Careter J. P, Worth C. P.(1979),”Driven Piles in Clay-the Effects of In Installation and Subsequent Consolidayion”, Geotechnique 29, NO. 4, 361-393
13-Richard L. Handy, Member, (2001), "Does Lateral Stress Infuence Settlement?", Journal of Geotechnical and Geoenvironmental Engineering july 2001 14-Wei Dong Guo, (2000), "Visco-elastic Consolidation Subsequent to Pile Installation", ELSEVIER 26(2000) 113-144 15-Yu H. S, Houlsby. T, (1991), "Finite Cavity Expansion in Dilatant Soils: Loading Analysis", Geotechnique, 41, No. 2,173-183
(b) Objective (s) of the Research Objektif Penyelidikan
Explain WHAT to explore and WHERE the exploration is done
Example /Contoh: This study embarks on the following objectives:
1) To explore the effect of expanding piers to the consolidation of the surrounding soil due to lateral displacement based on expansion cavity theory 2) To assess vertical stiffness of soft clay due to radial consolidation using numerical analysis based on Ansys code and physical modelling of expanding piers using transparent soil
.
3)
To investigate the shear strength improvement and settlement of soft clay due to radial consolidation basec on numerical analysis using Plaxis and direct measurement from physical modelling.
4)
To establish the procedures and design of soil improvement by radial consolidation using expending piers technique for application purposes.
Choose ONE criteria that reflect your objectives. (i)The above objectives fulfills the following criteria (please tick at least one) : Preliminary work on untested and novel ideas (Kajian awal ke atas idea baru dan belum diuji). Ventures into emerging and potentially transformative research ideas (Meneroka idea penyelidikan baru yang berpotensi ke arah penjanaan transformasi). Application of new expertise or new approaches to ”established” research topic( Aplikasi kepakaran baru atau pendekatan baru kepada tajuk penyelidikan yang mapan) Having severe urgency with regards to availability of, or access to data, facilities or specialised equipment, including quick-response research on natural or anthropogenic disasters and similar unanticipated events .(Kajian yang berkaitan dengan penyediaan kemudahan atau peralatan masalah yang mendesak dan amat diperlukan seperti bencana alam, antropogenik atau kejadian yang tidak diduga) Efforts of similar character likely to catalyse rapid and innovative advances (Kajian yang boleh mencetuskan penemuan segera dan inovatif).
(ii) Explain the relevancy of your research objectives to the above criteria The research objectives highlighted the new approach of soil improvement and its investigation on the concept of radial preloading to enhance the properties of soft soil. Radial
preloading has the advantage of reducing the quantity of materials to be transported to site thus reduces traffic and possibility cost of construction. (c)
Methodology Kaedah penyelidikan
Please state in the form / Sila nyatakan di borang ini
Detail methodology complete with flowchart, Gantt Chart
1. Description of Methodology Reasearch methodolgy will be done based on follow steps: 1- Preliminary tests to establish engineering properties of soft soil such as shear strength and liquid limit to be used in numerical modelling and for simulation for transparent soil 2-Using Ansys code to investigate of mechanism of lateral movement of surrounding soil due to radial preloading,and getting relationship between horizantal consolidation and vertical stiffness based on expansion cavity theory 3- Fabricate and conduct physical modelling of expanding piers in transparent soil and and measurement of soil deformation by PIV method and laser technique . Expansion of membrane will be conducted at different pressurres fron 100kpa to 500kpa. Lateral movement using cavity expansion theory from numerical analysis is compared to the data from modelling. 4-Using Plaxis code to verify of vertical stiffnes, shear strength and settlement changes due to radial consolidation and varified with the measurement from physical modelling 5-Varify the procedures and design for soil stabilisation with expending piers in terms of parameters such as optimum applied pressure, calibration of membrane, pore water pressure develop and strength increase.
2. Flow Chart of Research Activities ( Please enclose in the Appendix 1)
3. Gantt Chart of Research Activities (Please enclose in the Appendix 2)
4. Milestones and Dates
1- Established initial soil parameters, Feb 2013 2- Completed numerical modeling radial consolidation and soil stiffness, Aug 2013 3- Completed physical modelling for radial consolidation, Feb 2014 4- Completed data analysis, June 2014 5- Establish procedures and design, Oct 2014 6- Completed final reports, Dec 2014
From one milestone to another must not more than 6 month
(d)
Expected Results/Benefit Jangkaan Hasil Penyelidikan 1. New findings/Knowledge -New numerical and physical modeling to radial consolidation by expending piers -Effects of expending piers on soil improvement with respect to soil stiffness,shear strength and settlement.
Output: At least 2 refereed journals and 1 IP
2. Research Publication/ Intelectual Property 3 Index Journals , 1IP 3. Specific or Potential Applications As a new technique for ground improvement 4. Number of PhD/ Masters (by research) students 1 PhD and 1 Master
D
ACCESS TO EQUIPMENT AND MATERIAL / KEMUDAHAN SEDIA ADA UNTUK KEGUNAAN BAGI PENYELIDIKAN INI Equipment Peralatan
Location Tempat
Example / Contoh:
Geotechnical Lab, UTM Triaxial loading frame CU tests Constant Air Compresor
Geotechnical Lab, UTM
Loading frame
Geotechnical Modelling Lab, UTM
E
BUDGET /BELANJAWAN Please indicate your estimated budget for this research and details of expenditure according to the guidelines attached. Sila nyatakan anggaran bajet bagi cadangan penyelidikan ini dan berikan butir – butir perbelanjaan lengkap dengan berpandukan kepada garis panduan yang dilampirkan.
Budget details Butiran belanjawan
Amount requested by applicant Jumlah yang dipohon oleh pemohon
Year 1 Tahun 1 (RM) E(i)
Year 2 Tahun 2 (RM)
Year 3 Tahun 3 (RM)
Amount approved by VC/Dep.VC (R&D)/Director of RMC Jumlah yang diluluskan oleh Naib Canselor/ TNC (P&I)/Pengarah RMC
Total Jumlah (RM) Please Indicate the overall Budget Sila nyatakan bajet secara keseluruhan
Vote 11000 Salary and wages Upah dan Elaun Untuk Pembantu Penyelidik Siswazah (GRA) Please specify Sila nyatakan secara lengkap dengan pecahannya sekali. Research assistant 1 person @24 month Monthly 1800 RM
21600
21600
10800
54000 54000 (26.3%)
E(ii)
Vote 21000 Travelling and Transportation/ Perjalanan dan Pengangkutan . Please specify Sila nyatakan secara lengkap dengan pecahannya sekali. Travelling for courses,workshop, meetings Site visits, site works
Conferences , seminars
1000
30000
2000
3000
2000
6000
2000
6000
5000
6000
14000
(6.8%)
25000 (12.16%)
Budget details Butiran belanjawan
Amount requested by applicant Jumlah yang dipohon oleh pemohon
Year 1 Tahun 1 (RM)
E(iii)
Year 2 Tahun 2 (RM)
Year 3 Tahun 3 (RM)
Total Jumlah (RM)
Vote 24000 Rental Sewaan
Please Indicate the overall Budget Sila nyatakan bajet secara keseluruhan
Please specify Sila nyatakan secara lengkap dengan pecahannya sekali.
LASER’S RESOURCE rental For PIV data measurement
E(iv)
3500
Vote 27000 Research Materials & Supplies Bekalan dan Bahan Penyelidikan Please specify Sila nyatakan secara lengkap dengan pecahannya sekali.
Membrane
5000
Soil for modelling [Sand and Clay(KaolonitBentinit-Ash)]
2000
Synthetic soil( silica powder-mineral oilsseeding particles icluding mica flakes and titanium oxide)
Amount approved by VC/Dep.VC (R&D)/Director of RMC Jumlah yang diluluskan oleh Naib Canselor/ TNC (P&I)/Pengarah RMC
5000
3500
7000
Software for PIV data analysis Disposable Strain Gauges, 100Nos
5000
5000
Toners & stationaries for documentation
1000
1000 24000
E(v)
(11.7%)
Vote 28000 Maintenance and Minor Repair Services Baik pulih kecil dan ubahsuai Please specify Sila nyatakan secara lengkap dengan pecahannya sekali. Repair and Maintenance Of equipment for modelling and preliminery testings, such as hydraulic jack, triaxial. Compressor etc.
Budget details Butiran belanjawan
2000
7000
Amount requested by applicant Jumlah yang dipohon oleh pemohon
Year 1 Tahun 1 (RM)
E(vi)
5000
Year 2 Tahun 2 (RM)
Year 3 Tahun 3 (RM)
Amount approved by VC/Dep.VC (R&D)/Director of RMC Jumlah yang diluluskan oleh Naib Canselor/ TNC (P&I)/Pengarah RMC
Total Jumlah (RM)
Vote 29000 Professional Services Perkhidmatan Ikhtisas
Please Indicate the overall Budget Sila nyatakan bajet secara keseluruhan
Please specify Sila nyatakan secara lengkap dengan pecahannya sekali.
Handling of laser for PIV
2500
2500
Publication of ISI journals
2000
4000
5000 6000
12000
17000 (8.27%)
E(vii)
Vote 35000 Accessories and Equipment Aksesori dan Peralatan Please specify Sila nyatakan secara lengkap dengan pecahannya sekali.
LVDT 1 Nos
3500
Pneumatic Pressure system
3000
Accelerometers 6 nos
9000
Pore pressuret transducers, 1 Nos
3500 3500
Load Cell, 5KN 1 nos Test Chamber 1nos
Detail budget and need justification for V35 2 years project: Max 200K (100K per year)
3000
Injection compressor
3500
Moisture sensor
5000
Reflective mirror for laser
2500
Digital camera, 2 nos
4000
Notebook for data analysis
5000 2000
Printer
71500
96600 TOTAL AMOUNT JUMLAH BESAR
83100
25800
205500
(34.8%)
F
Declaration by applicant / Akuan Pemohon (Please tick ( √ )): / (Sila tanda ( √ )):
I hereby confess that: Saya dengan ini mengaku bahawa:
1. All information stated here are accurate, KPT and IPT has right to reject or to cancel the offer without prior notice if there is any inaccurate information given. Semua maklumat yang diisi adalah benar, KPT dan IPT berhak menolak permohonan atau membatalkan tawaran pada bila-bila masa sekiranya keterangan yang dikemukakan adalah tidak benar.
2. Application of this exploratory research is presented for the Exploratory Research Grant Scheme (ERGS). Permohonan projek penyelidikan ini dikemukakan untuk memohon peruntukan di bawah Geran Penyelidikan Eksploratoil IPT. 3. Application of this research grant is also presented for the other reasearch grant/s (grant’s name and total amount) Permohonan projek penyelidikan ini juga dikemukakan untuk memohon peruntukan geran penyelidikan dari (nama geran dan jumlah dana)____________________________________
Date : Tarikh :
28/2/2012
Applicant’s Signature : Tandatangan Pemohon : ___________________________
G
Recommended by Vice Chancellor/Deputy Vice Chancellor (Research and Innovation)/Director of Research Management Center Perakuan Naib Canselor/Timbalan Naib Canselor(P&I)/Pengarah Pusat Pengurusan Penyelidikan
Please tick ( √ ) Sila tandakan ( √ ) Recommended: Diperakukan:
A.
Highly Recommended Sangat Disokong
B.
Recommended Disokong
C.
Not Recommended (Please specify reason) Tidak Disokong (Sila Nyatakan Sebab)
Comments: Ulasan:
----------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------Name: Nama:
Signature: Tandatangan:
Date: Tarikh:
Note: APPLICATIONS SUBMITTED WILL BE TREATED IN FULL CONFIDENCE. THE DECISION OF THE EXPLORATORY RESEARCH GRANT SCHEME MAIN COMMITTEE MOHE IS FINAL. Semua permohonan dianggap sulit. Keputusan Jawatankuasa Induk Skim Geran Penyelidikan Eksploratori KPT adalah MUKTAMAD.
