from individual staff 1. name dr. n.k.s. pundhir n.k.s. pundhir, ... development of methodology for...
TRANSCRIPT
From Individual Staff
1. NAME DR. N.K.S. PUNDHIR
2. Photo as fixed
3. Designation Scientist E II
4. EDUCATIONAL QUALIFICATION : M.Sc., M.A. Ph.D. ( Chemistry)
Ph.D. Thesis on " Structural study of some complex compounds by physical methods: Their utility in Road Binders".
5. Telephone 26313007 / Ext. 554 (O)
09818508305 (M)
6. E-mail [email protected]
7. Date of Joining the CSIR 30.01.1982
8. Brief Area of work and expertise:
Dr. Pundhir has 32 years R & D experiences in the field of bituminous materials, bitumen emulsion and cold mix technology. Various projects undertaken by him relate to failure of bituminous roads, investigation for improvement and strengthening of roads, bitumen emulsion based cold mix technology, utilisation of waste materials and evaluation of highway materials such as bitumen, aggregates, bitumen emulsions and modified bitumens. He has published more than 55 research papers in International / National Journals, seminars and conferences, 60 Technical Reports and prepared several national documents on construction specification for emulsion based cold mix technology. He has developed cold mix technology for bituminous macadam, premix carpet, mix seal surfacing and semi dense bituminous concrete. Developed bitumen emulsions of different grades and cold patching mixes and process for cold water proofing of roof and processed for patents. He is the member of Indian Road Congress, Indian Carbon Society, American Chemical Society.
List of completed projects is given in Appendix-1.
9. Number of Publications & Brief Details of Last 5 Years- Publication with
title of Publication, Name of the Journal / Conferences, Month and Year of Publication :
The list of Publication for last 5 years since 2005, is given as under:
1. Performance of roads with bitumen emulsions in India- An overview,
Seminar Indo-Belarus on Bitumen emulsions and cold mix technologies,
N.K.S. Pundhir, Indo- Belarus International Seminar, New Delhi, on Cold
Mix Technologies, Oct.18-19’2005
2 Use of copper slag as construction material in bituminous pavement,
Dr. N.K.S. Pundhir , C. Kamaraj and Dr. P.K. Nanda, Journal of
Scientific & Industrial Research, Vol. 64, Dec.’ 2005, pp977-1002
3. Utility of Kimberlite tailings for road works - R.K. Swami, N.K.S.
Pundhir, .Sudhir Mathur , Indian Highways, April, 2006.
4. Development of bitumen emulsion based cold mix technology for road
construction under different climatic conditions of India” - Dr. N.K.S.
Pundhir, and Dr. P.K. Nanda , Journal Sci. & Ind. Research, Vol. 65,
Sept. 2006 pp 729- 743 (SCI Journal)
5. Kimberlite Tailings: A Road Construction Material, R K Swami, N K S
Pundhir and Sudhir Mathur, Transportation Research Record, Journal of
the Transportation Research Board, No. 1989, Low - Volume Roads 2007,
May, 2007, pp 131-134
6. Use of waste plastics and copper slag for low cost bituminous roads,
Kajal, N.K.S. Pundhir, Sangita and A. Chandra, Journal of Scientific
& Industrial Research, Vol 66, November 2007, pp 938-944
7. Development of methodology for emergency repair of airfield pavement,
N.K.S. Pundhir, Sunil Bose and Pawan Kumar, Journal of Scientific &
Industrial Research, Vol 68, January 2008, pp 49-53
8. Construction and Performance of Wearing Courses With Bitumen
Emulsions on National Highway No. 2 Near Agra, N.K.S. Pundhir and
Gajendra Kumar, 23rd ARRB Conference- Research Partnering With
Practitioner, July 2008
9. Evaluation Of Paving Bitumen From Waxy Crude of North Eastern
Region Of India, N.K.S. Pundhir, P.K. Jain and B.M. Sharma, 1st
International Conference On Bitumen, Tehran (Iran), 2008
10. From Fertilizer Plant to Bituminous Roads: Waste Chalk becomes
Valuable-, Dr. N.K.S. Pundhir , IRF Bulletin Asia-Oceania, pp 11,
International Road Federation- Geneva, February 2009
11. Environmentally friendly premix carpet (PMC) and SDBC, laid with
emulsions-based cold mix technology, in different climates of India , Dr.
N.K.S. Pundhir, IRF Bulletin Asia-Oceania, pp 27, International Road
Federation- Geneva, February 2009
12. Use of waste plastics and copper slag for low cost bituminous roads
including trials, Kajal, N.K.S. Pundhir, Sangita and A. Chandra,
Economic Times Polymer Magazine, Feb.- March, 2009
13. Environment Friendly Cold Mix Technology for Construction of Structural
Layers Of Bituminous Road, Dr. N.K.S. Pundhir, Civil Engineering
& Construction Review, pp. 48, March 2009)
14. Green Emulsion Based Cold Mix Technologies For Maintenance Of
Flexible Pavement In High Precipitation Area, Dr. N.K.S. Pundhir,
Scientist, IRC Seminar, Guwahati, Feb 17-19 Feb 2010
15. Cold Mix Design of Semi Dense Bituminous Concrete (SDBC), Dr.
N.K.S. Pundhir, Maj. Shailendra Grover and Prof. A. Veeraraghavan, Ind.
Highways, March 2010
16. Development of sustainable roads with emulsion based, N.K.S. Pundhir,
PIARC- IRC International Seminar on Reducing Carbon Footprints in Road
Construction , New Delhi,17-19 Feb. 2011
17. Micro- surfacing: An Eco- friendly Bailout for Indian Roads, Satish Pandey,
Dr Sangita and Dr. N.K.S. Pundhir - 8th All India Peoples Technology
Congress, 11-12 Feb. 2011, Kolkata
10. Honours / Recognition and Significant Achievement:
10.1 Award for publishing papers in SCI Journals. 10.2 The following significant achievements are given as under: 1. Development of cold mix technology for structural layers – Bituminous
Macadam (BM) and Semi dense bituminous concrete (SDBC) / Mix seal surfacing (MSS) through laboratory study and field trials in different climatic conditions (desert, high rainfall and cold and snow-bound) using existing road building machineries, such as hot mix plant (without heating arrangement) and paver
2. The revision of Two specifications was carried out for (i) Premix carpet (PMC) with cold mix (IRC:14-2004) and (ii) Surface Dressing with bitumen emulsion (IRC:110-2005)
3. The three draft specifications were prepared and sent to Indian Road Congress for implementation for (i) Construction of SDBC with bitumen emulsion, (ii) Construction of MSS with bitumen emulsion and (iii) Construction of BM with cold mix. These specifications are sent to IRC for implementation
4. Use of marginal aggregates Kimberlite tailings in road construction including field trials for construction of BM and PMC
5. Use of industrial waste copper slag in road Construction for solid waste management 6. Development of methodology for pot hole and patch repair using cold mix technology , 7. Developed CRRI Guidelines for repair of pot / patch for User Agencies Agencies 7. Developed the Cationphalt – Product and Process for water proofing of building roof 8. Developed Bitumen Emulsions of RS, MS and SS grade (Roademul – RS-2), MS and SS-2 9. Developed Emulsion Based Cold Mix for Pot-hole and patch repair of bituminous roads
10.3 Details of Technologies Developed: The detail of developed technologies are given in following sections.
10.3.1 EMULSION BASED COLD MIX TECHNOLOGIES FOR MAINTENANCE OF FLEXIBLE PAVEMENT
CRRI has developed environment friendly and energy efficient emulsion
based cold mix technologies for repair of patches and pot-holes even in
inclement weather. Cold mixed patching materials have various benefits
over hot mixes such as elimination of heating of binder and aggregates,
easy handling, conservation of energy and protection of the environment.
The technology is ready for commercial exploitation on license basis.
The major advantages of ready-to- use cold mixes are given below:
Uniform quality of mix with high stability ( Stable and durable patches)
Proper packing with ease in transportation
Ease in application
Bonding with existing surface
Resistance to deformation, bleeding and cracking
Resistance to stripping and resistance to pushing after placement
3-5 minutes time needed to apply materials for patching
Quick setting and fast development of strength enables opening to traffic soon after patch repair
Preparation of surface for repairs is minimal, compaction by use of rammer only
Poor riding quality changes to absolute levelled road surface.
Repair is possible even in all adverse climates including wet condition
No wastage of materials and minimum manpower needed
Mixes provide quick and efficient repair of utility cuts in pavement
Vehicle damage is reduced, road users are happy while in conventional, not feasible during rains and in wet condition
The photographs shown below illustrate the techniques,
Patch and Pothole Repair with Cold Mix in J&K
Compaction of Cold Patching Mix in Mizoram
Please contract Dr. N.K.S. Pundhir, Scientist e-II, for further enquiry. The e-mail is pundhirnk@ yahoo.com and [email protected]
Preparation of Cold Mix with emulsion in Tray
Preparation of Cold Mix with emulsion in Tray
Preparation of Cold Mix with Bitumen Emulsion for stockpiling Patching Mixes for larger work
10.3.2. COLD MIX TECHNOLOGY FOR MEDIUM VOLUME / RURAL ROAD CONSTRUCTION
Bituminous road construction using conventional paving grade bitumen and
hot mix technology is sometimes technically not feasible in high rainfall
areas as intermittent rains throughout the year, affect production and laying
of mixes. Similarly at high altitude and/ or in snow-bound areas, very low
pavement temperature makes the laying of hot mixes rather impossible. Use
of Bitumen emulsions eliminates the need for heating of bituminous binder
and aggregates; coats damp aggregates, prevents degradation of
environment and conserves energy.
CRRI has developed cold mix technology for different specifications- SDBC,
MSS, two coat surface dressing and PMC using concrete mixer and has
wide experiences on construction of road using emulsion based cold mix
technologies in wet and inclement weather. The field trials were carried out
on NH-1A near Patnitop (J&K) under snow bound area, Jowai - Badarpur
Road NH-44 near Silchar (Assam) under heavy rainfall and H-S Road near
Hanumangarh(Rajasthan) under desert climate. CRRI can provide technical
know-how for construction of various specifications such as BM, SDBC,
MSS, PMC and two coat surface dressing, proven through many field trials.
The technology is ready for commercial exploitation on license basis.
The photographs shown below illustrate the use of cold mix
technology and its performance
Laying of cold mix in rains on NH-2
Premix Carpet with emulsion after 5 yrs service life
TECHNICAL OUTCOME:
Construction of binder and wearing courses of roads with specifications BM, MSS, PMC and TCSD using bitumen emulsion is feasible in all weather including wet condition.
Environment friendly technology due to elimination of heating process
10 % Binder economy is achieved in MSS, PMC and TCSD
The sections of SDBC, MSS, PMC and TCSD using bitumen emulsion performed better than section with bitumen
TCSD with emulsion was found very good and better performance than PMC and MSS
Performance of road with emulsion using MSS, PMC and TCSD was found satisfactory even after 5 years pavement service life
Reduction of cracks propagation to overlay when emulsion is used
The cost of construction with emulsion is 10-15 % cheaper.
Please contract for further enquiry to Dr. N.K.S. Pundhir, Scientist E-II. The e-mail is pundhirnk@ yahoo.com and [email protected]
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EEmmuullssiioonn oonn NNHH--22 aafftteerr 55 yyrrss
SSDDBBCC wwiitthh eemmuullssiioonn aafftteerr 55 yyrrss
sseerrvviiccee lliiffee oonn NNHH--4444 nneeaarr
SSiillcchhaarr
10.3.3 COLD MIX TECHNOLOGY FOR CONSTRUCTION OF STRUCTURAL LAYERS SUCH AS BITUMUNIOUS MACADAM, MIX SEAL SURFACING AND SEMI DENSE BITUMINOUS CONCRETE OF FLEXIBLE PAVEMENT IN DIFFERENT CLIMATES
First time in India, the cold mix technology has been developed for
structural layers such as Bituminous Macadam (BM), Mix Seal Surfacing
(MSS) and Semi dense bituminous concrete ( SDBC) of flexible pavement
using Hot mix plant ( WITHOUT HEATING FACILITY), paver and other
infra-structure of road construction in desert, high rainfall and snow-bound
areas. In this connection, the test sections with BM, MSS and SDBC were
laid in Rajasthan ( desert climate), Mizoram ( humid and wet climate)and J
& K
PRODUCTION OF COLD MIXES WITH HOT MIX PLANT ( WITHOUT HEATING FACILITY)
The tentative specifications for BM, MSS and SDBC have been prepared and sent to Indian Road Congress FOR IMPLEMENTATION. Please contract Dr. N.K.S. Pundhir, Scientist E-II, CRRI for further enquiry. The e-mail is pundhirnk@ yahoo.com and [email protected]
LAYING OF ROAD WITH COLD MIXES IN J & K
10.3.4 USE OF WASTE PLASTICS AND COPPER SLAG (CS) FOR LOW COST BITUMINOUS ROADS
Solid waste management has become a major environmental
issue in India, which seeks to minimize the health, environmental
and aesthetic impacts of solid waste. Disposal of many million
tons of non-decaying plastics waste and copper slag (CS) is
responsible for health hazards and degradation of environment.
The use of waste plastics and copper slag, in hot bituminous
mixes to enhance the pavement performance, to protect the
environment and to provide low cost roads is the need of hour.
The physical properties of waste plastic modified bitumen
(WPMB) were tested and found within specified limits as per IS:
15462-2004. Using 60/70 and 80/100 bitumen, waste plastic
modified bitumen was prepared in laboratory and Delhi quartzite
aggregate, stone dust, lime and copper slag (10, 15 and 20 %)
were mixed to prepare Marshall Specimens. The Marshall
specimens were tested for density, stability, flow, retained
stability and indirect tensile strength. 15 % copper slag showed
the best in three variables. CRRI is in position to offer this mix
technology to field engineers.
Please contract Dr. N.K.S. Pundhir, Scientist for further enquiry. The e-mail is pundhirnk@ yahoo.com and [email protected]
10.3.5 Development of Bitumen Emulsions of Different Grades The use of bitumen emulsion eliminates the heating of road binder
and aggregates for protection of environment and reduction the
carbon footprints in road construction. The bitumen emulsions are
developed at CRRI using pilot plant.
Feature of CRRI Technology:
For further information, please contact to Dr. N.K.S. Pundhir, Scientist, Flexible Pavement Division, CRRI E-mail : [email protected], [email protected]
The bitumen emulsions of different
grades have been developed using
cationic emulsifiers. The grade are as
given below:
- Rapid Set (RS)
- Medium set (MS)
- Slow set (SS)
The products developed are named as
‘’Roademul – RS-2 ; Roademul - MS ;
and Roademul – SS-2” in the name of
Central Road Research Institute.
The technical know-how for production
of bitumen emulsion is available for
commercial exploitationcan be licensed
to the interested party
The Bitumen emulsion with patent
name: Wepromul - M has also been
developed for carrying out patching and
pot-hole repair in all weather including
rains and wet condition. The patent will
be filed.
The know-how for road construction
Emulsion Manufacturing Pilot Plant at CRRI
10.3.6 DEVELOPMENT OF METHODOLOGY FOR EMERGENCY
REPAIR OF AIRFIELD PAVEMENTS
Emergency repair of Air Force airfields have to be carried out at
utmost priority. New development in weapon technology with
deep strike and increased demands in aircraft operations make
existing crater repair procedures inadequate. The field trials were
conducted for crater repair at Hindon and Jaisalmer Air Base. The
filling of central crater and deep adjacent area is recommended by
the use of recycled pavement aggregates of different sizes in
layers
Please contract for further enquiry to : Dr. N.K.S. Pundhir, Scientist E-II. The e-mail is [email protected] and [email protected]
10.3.7 EVELOPMENT OF METHODS FOR WATER PROOFING OF
BUILDING ROOF
Developed methods for carrying out water proofing of building
roofs with cracks and defaults for water seepages using
cationic bitumen emulsions-Medium set and Slow set.
Please contract for further enquiry to : Dr. N.K.S. Pundhir, Scientist E-II. The e-mail is [email protected] and [email protected]
11. Thesis Supervised/Guided
Guidance provided by Dr. N.K.S. Pundhir, Scientist, to B.Tech, M.Tech. and Ph.D. Student(s) to the following students:
1 Chander Prakash Meena
B.E. (Civil) Jamia Millia Islamia University
Bitumen Emulsion Based Cold Mix Technology For Road Construction (2007)
2. Ms Kajal Ph.D.., IIT Delhi (partly)
Solid Management of Municipal and Hospital wastes
3 Ajay Pal Singh
B.E. (Civil) Manipal Institute of Technology,
Manipal
Evaluation of Bituminous Materials and Mixes (2007)
4 Maj Shailendra Grover
M. Tech (IIT, Madras) Bitumen Emulsion Based Cold Mix Technology For Road Construction (2008)
5 Bharat Singh B.E. (Civil) Delhi College of Engineering
Evaluation of Pavement Engineering Materials (2008)
6 Kunal Soni B.E. (Civil) Delhi College of Engineering
Design of Bitumen Emulsion Based Cold Mix Technology (2008)
7 Ankur Babbar
B.E. (Civil) Delhi College of Engineering
Evaluation of Bituminous Materials (2008)
8 B.A. Chethan M. Tech. (Civil) University Visvesvaraya College of
Engineering
Development of cold mix design procedure for dense graded bituminous mix (BC-II) ( 2008)
Appendix-1 List of Completed Projects:
1. Investigation on pre-mature failure of R-8 test-track laid on water-bound
macadam base course in km. 362-363 on NH-8 in Gujarat.
2. Investigation for strengthening and improvement of Western Express Highway, Bombay.
3. Investigation for strengthening and improvement of Eastern Express Highway, Bombay.
4. Investigation of Bombay city roads susceptible to water leakage damage.
5. Evaluation of anti-stripping agent cationic anti-strip supplied by M/s. Synthetic Asphalts, Bombay.
6. Report on performance evaluation of different bituminous surfacings on water-bound macadam base course of R-8 test-track on NH-8 (Maharashtra).
7. Blending of Road tars RT-3 and RT-4 from pitch, anthracene oil and creosote oil from M/s. Bhilai Steel Plant.
8. Blending of Road tars RT-3 and RT-4 from pitch, anthracene oil and creosote oil from M/s. Bhilai Steel Plant.
9. Investigation for improvement of plant approach road of M/s. Indian Farmers Fertilisers Co-operative Ltd. At Phulpur (Allahabad).
10. Investigation for causes of unsatisfactory performance of some sections of Delhi-Bareilly-Lucknow road.
11. Blending of Road tars RT-3 and RT-4 consistancy from modified pitch, anthracene oil and creosote oil from M/s. Bhilai Steel Plant.
12. Blending of Road tars RT-3 and RT-4 consistency from modified pitch, antracene oil and creosote oil from M/s. Bokaro Steel Plant.
13. Evaluation of anti-stripping agent super bond (under-process).
14. Investigation for Improvement of plant approach road of M/s. Indian Farmers Fertiliser Co-operative Ltd. At Phulpur (Allahabad)
15. Investigation for causes of unsatisfactory performance of some sections of Delhi-Bareilly-Lucknow Road of NH-24.
16. Investigation for improvement of some roads – Raibareilly-Faizabad Road, Raibareilly – Sultanpur Road, Fursat Ganj-Gauriganj-Jagdishpur Road.
17. Blending of Road Tars of consistency of RT-3 and RT-4 from pitch and anthracene oil supplied by M/s. Bokaro Steel Plant.
18. Blending of Road Tars of consistency of RT-3 and RT-4 from pitch,
anthracene oil and creosote oil supplied by M/s. Bhilai Steel Plant.
19. Evaluation of anti-stripping Tikki anti-strip supplied by M/s. Tikki Tar.
20. Evaluation of anti-stripping (super bond) supplied by M/s. Suvir (Sales) Pvt. Ltd. Chandigarh.
21. Evaluation of anti-stripping agent Devi-strip supplied by M/s. Devika Chemicals, Bombay.
22. Evaluation of anti-stripping agent BAA-300 of M/s. national Organic Chemical Industries Ltd., (NOCIL), Bombay.
23. Evaluation of anti-stripping agent Bora-strip of M/s. Bombay Oil Industries Pvt. Ltd., Bombay.
24. Investigation for overlay design of S.T. Road NH-40 (Km. 90-km. 104) by Benkelman beam deflection method.
25. Pavement design and improvement of road system for the Tata Fertiliser Complex at Babrala (U.P.)
26. Investigation for overlay design of S.T. Road Nh-40 (Km. 100-Km.118) by Benkelman beam deflection method.
27. Investigation of Dabwali-Malout Abohar Section of NH-10 for causes of failure and suggesting strengthening and improvement measures.
28. Investigation for strengthening and improvement of road section km. 327 to km. 331 of NH-15 near Malout.
29. Investigation for evaluation of the existing condition of bituminous roads in Chambal Fertiliser Plant Complex for improvement & strengthening.
30. Investigation of road stretch (km. 215-217) on Jaipur-Agra Road (NH-11) for strengthening and improvement.
31. Investigation for improvement and strengthening of roads in Police line, Vikaspuri, New Delhi.
32. Investigation of road of 10 km. Stretch in Greater Noida . Dec.1999.
33. Investigation and remedial measures for Master Plan Road No. 3 in front of vill. Mammura and Flex Industries June, 2000
34. Field trials on cationic bitumen emulsion under different climatic conditions of India, Dec. 2000
35. Development of technique for Emergency Repair of Airfield Runway, August,2001
36. Methodology for instant repair of bomb crater of Runway: ( In-house and supported by IAF )-2002
37. Evaluation of materials for microsurfacing on J.B. Tito Road and Link Roads ( PWD Delhi )
38. Use of Kimberlite Tailings, a waste materials from Diamond Mines
NMDC Ltd. Panna (MP): Sponsored by NMDC
39. Evaluation of microsurfacing and slurry sealing materials for Eastern Approach Road of ITO Bridge: (PWD Delhi
40. Evaluation of 60/70 bitumen produced by VRSD unit at Digboi refinery for construction of highway: Sponsored by IOCL
41. Investigation of Jawaharlal Nehru Marg for implementation of
microsurfacing (PWD Delhi )
42 Investigation of materials for microsurfacing of Outer Ring Road No. 26 (PWD Delhi )
43. Investigation of Parvana Road for needed maintenance : (PWD Delhi )
44. Utility of capper slags in road construction –Sponsored project
45. Use of Kimberlite Tailings ( waste materials) from Diamond Mines, Panna (M.P.) in road construction (CNP-1267), Rs 5 Lacs
46. Evaluation of ready mix of Carbon Cor RRss 11..6600 LLaaccss
47. Use of waste copper slag in road construction Rs 6 Lacs
48. Development of cold mix technology for structural layers of flexible
Pavement ( CSIR Network Project- COR-0013 (A.1.2) : Activity 6
49. Laboratory study for suitability of chalk, a by-product of Nitro-phosphate
Fertilizer Plant, RCF, Mumbai, for road construction.- SSP- Rs 2.50
50. Quality Assurance of Various Road Works( Flexible & Rigid Pavement) at Jhajjar- Rs 24 Lacs 51. Determination Of Strengthening Requirements For Road No. 30 (Near Paschim Vihar), Rs 2.0 Lacs 52. Laboratory and Field Performance Evaluation of Dr. Fixit Cold Mix Material For Instant Repair of Pot Holes: TSP - Rs 4.16 Lacs 53. Third party audit for construction of MCD road from Ayodhya Chowk –
Mahavir Chowk - CNP Rs 2.0 Lacs 54. Third party quality/audit for the work of “ Improvement and Strengthening
of 80’ ROW in H - 4 / 5 Part of Pitampura in Rohini Zone- TSP- Rs 6.07 Lacs