Consultancy

INDUSTRIAL RESEARCH AND DEVELOPMENT CONSULTANCY

More than 100 consultancy projects through CSIC of IISc. Total consultancy amount through CSIC, IISc - about Rs 10.0 Crores – 15 years – See Annexure IV for details.

  • Actively involved in solving challenging field problems using the results of the author's research and development activities. This has resulted in achieving rational and economical solutions. Worked as a Geotechnical consultant to numerous reputed Govt./public/private organizations. Project handled includes: Various geotechnical consultancies including Geotechnical investigations, failure case studies, slope stability analyses, foundation design, ground improvement techniques, Design of reinforced earth structures, earth and earth retaining structures, design of shallow and deep foundations for many major bridges and other structures, dynamic stability of the backfills, dynamic testing and analysis of foundations for many important structures, shear wave velocity profiling, design of earth dams and tailing ponds, soil nailing, rock slope stability using grouted nails, etc. As a Geotechnical consultant advised and acted as consultant covering a wide range of civil and geotechnical structures. Companies with which the staff member has interacted are National Aluminum Company (NALCO), Hindustan Zinc Limited (HZL), Hindustan Copper Ltd, Bhavini, Reliance Infrastructure Ltd., National Hydro Power Corporation (NHPC), National Mineral Development Corporation (NMDC), Nyveli Lignite Corporation (NLC), BWSSB, ISRO, Garrison Engineers, Karnataka PWD, MECON, and Karnataka Land Army Corporation, KPCL, etc.

  • Geotechnical Consultant: Slope stability and foundation design for one of the world’s highest bridges (owner: Northern Railway, Govt of India, Implementing agency: Konkan Railway Corporation Limited, Govt of India) in Jammu and Kashmir for M/S AFCONS (Chenab Bridge) and GAMMONS (Anji Khad Bridge). Our scope involved complete slope stability analysis including seismic analysis and necessary measures for the bridge abutments, design of shallow and deep foundation alternatives for piers and abutments including review of geotechnical reports and suggestions for the same (Presented the analysis and results of the study to Technical advisory board, KRCL engineers, Northern Railway engineers and the clients in several meetings held during 2005 to 2008).

  • Earth dam designs for both raw water ponds and tailing ponds (both for red mud and ash) for many agencies which involves review of geotechnical reports, design of dykes including complete technical specifications and providing tender drawings, etc., Interacted with engineers of NALCO @Angul and Damanjodi, OPGC, KPCL, Hindustan Zinc Limited @Rampur Agucha mines (mine tailings), Vedanta Alumina Limited @Lanjigarh (Red mud and fly ash), Hindustan Zinc Limited @ Rajpur Dariba Mines (mine tailings), Hindustan Copper Ltd(mine tailings), JSW (raw water reservoir), ESSAR, etc.

  • Environmental impact assessment (EIA) – environmental management plan & engineering remedial measures for the proposed Hubli ‐ Ankola railway line: The Infrastructure Development Department (IDD), Government of Karnataka has engaged Indian Institute of Science (IISc) to undertake the investigations related to biodiversity, environment impact assessment and mitigation measures as construction of the railway line could not be proceeded with due to want of Forest and environmental clearances

  • Dynamic testing and analysis of foundations for Human Centrifuge at Indian Aerospace medicine at Bangalore, 3 axis motion similar at ADE, Bangalore, Moon Tracking 32m and 18m dia antenna foundations for ISTRAC and ISRO (Dept of Space), 32m dia antenna at Nazafgarh, New Delhi. Dynamic stability of compacted sand fill in the Nuclear Island, PFBR project for IGCAR, Kalpakkam, India: Carried out detailed analysis of liquefaction studies both using laboratory tests and field tests and recommended measures for mitigating liquefaction and dynamic response of foundations of retaining walls, RE walls, tunnels and trenches on the sandy backfill. Presented the findings to Atomic Energy Regulatory Board (AERB), Mumbai; BHAVINI, and IGCAR Engineers, Kalpakkam.

  • Irrigation works: Krishna Bhagya Jala Nigam Limited (Karnataka Govt.): Investigations on the stability issues and failures of canal slopes of NLBC in UKP.

  • National Aluminum Company (NALCO), Damanjodi and Angul: Failure investigations of ash dyke, Inspection and monitoring of ash pond and red mud pond dykes, safety issues in dam maintenance, and design of further raising of earthen and ash bunds. Works include site inspections during construction, quality control issues, etc. Several failures of ash dykes were investigated and remedial measures were also suggested.

  • For NMDC major works involving soil-nailing techniques, reinforced earth walls and slope stability analysis for structures of Bailadilla iron ore deposits Nos 10, 11, and the new one 11B. Instead of conventional concrete structure it was suggested to go for soil nailed / reinforced earth retaining walls. This scheme worked out lot cheaper than conventional RCC structures. Also many slope stability measures have been suggested using Reinforced earth concept to NALCO at their Bailadilla Iron ore project site and Mining areas.

  • FOR RITES, Vetting the design of highest reinforced earth railway embankment in Jammu & Kashmir, 70m tall. Vetting of reinforced earth structures for many agencies such Ms/ Venktapathy Raju constructions, AFCONS Infrastructure, Feedback ventures, etc. Vetting of Arch span bridges for Reinforced Earth Company, ATES- Soil reinforcement division, etc.


CONTRIBUTION of Prof. T G Sitharam TO THE PRACTICE OF GEOTECHNICAL ENGINEERING

(Selected major projects are explained in detail)


  • Slope stability analyses of Left and Right Abutments of Bridge no 44 across River Chenab at KM 50/800 on the Katra-Loale Section of the Udhampur-Srinagar-Baramulla Rail Link project

    Prof. Sitharam T G is a consultant to M/S AFCONS infrastructure Pvt Ltd (m/S CBPU) since Jan 2005 to the present time for the heighest elevated bridge in the world. He has extensively The Chenab river forms about 360m deep gorge in a V-shaped valley in the area between Bakkal and Kauri villages. The width of the river is about 150 m at river bed level and the level of river bed is 488 m. The railway link between Katra and Laole section in Jammu and Kashmir has been planned to have a steel arch bridge on Chenab river with around 950m span at a height of 360m. The rail track level on the proposed bridge will be at RL 856m. The bridge is under construction and once constructed it will be the world’s highest elevated bridge. Details of the work carried out are as follows:

    • Review of geotechnical and geological reports
    • Selection of rock properties for the analyses
    • Design of foundations on slopes and in the valley
    • Recommendation on safe bearing capacity
    • Slope stability analyses
      • Different sections – Central critical section
      • Different profiles of excavation – profile 1 and 3
      • Effects of foundation loads on the slope stability
      • Joint analyses vs equivalent continuum analyses
      • Wedge failure analysis
      • Dynamic analysis of slopes
      • Suggestion / recommendation for modified slopes to avoid wedge failures
    • Excavation schemes for access roads to foundations and foundation locations
    • Analysis of the finalized excavation schemes along with foundation loads
    • Confirmation of rock properties by additional boreholes and geotechnical data
    • Rock bolting scheme suggested for the finalized slope profiles
    • Recommendations of Compaction grouting at foundations

  • Design of Tailing ponds, Raw water ponds and Ash ponds – Complete design of dams including review of geotechnical reports, selection of properties, slope stability analyses, preparation of drawings, technical specifications, etc.,

    Earth dam designs for both raw water ponds and tailing ponds (both for red mud and ash) for many agencies which involves review of geotechnical reports, design of dykes including complete technical specifications and providing tender drawings, etc., Interacted with engineers of NALCO @Angul and Damanjodi, OPGC, KPCL, Hindustan Zinc Limited @Rampur Agucha mines (mine tailings), Vedanta Alumina Limited @Lanjigarh (Red mud and fly ash), Hindustan Zinc Limited @ Rajpur Dariba Mines (mine tailings), Hindustan Copper Ltd(mine tailings), JSW (raw water reservoir), ESSAR, JSPL Angul, JSW, Torangal, Karnataka, etc.

    Prof. Sitharam has done design of more than 35 Ash pond, redmud pond, tailing ponds and raw water ponds at least at 15 different locations in India (more than 35 projects for staged expansion activities of these dams). They are Ash pond at NALCO, ANGUL, M/s National Aluminium Company ,NALCO, Red Mud Pond and ash pond at Damanjodi from 1997 until now in many expansion stages, for M/s Vedanta Alumina Ltd. at Lanjigrah, Orissa -new red mud tailings pond and new ash pond; Ms/ Hindustan Zinc Ltd, Rajastan,Tailing pond at Rampur Agucha mines and Dariba mines, Zawar Mines for their tailing pond design; Red mud pond and ash pond at Utkal alumina, Red mud pond design at ANRAK Aluminium, Pond at HINDALCO, Muri, M/s Karnataka Power Corporation Ltd. for their Ash pond at Bellary and also at RTPS, Raichur, Karnataka) and M/s Hindustan Copper Ltd (Tailing pond at Malanjkhand), M/s OPGC, Orissa (ash pond); M/s ESSAR for their tailing pond and several other raw water reservoirs / ponds at many places. Please note that, Prof. Sitharam is involved with design of almost all of the red mud ponds in the country and many ash ponds including other tailing dams.

  • Prof. Sitharam was a Team leader for developing Detailed Project report for making world famous Jog Falls, Shimoga District, Karnataka effective in all its splendor and magnificence throughout the year by recirculation using reversible pump, Govt of Karnataka and NPCC – DPR approved by Cabinet of Govt of Karnataka on 5th May 2016.

  • Dynamic testing and analysis of foundations including machine foundation deisgn for Human Centrifuge at Indian Aerospace medicine at Bangalore, 3 axis motion similar at ADE, Bangalore, Moon Tracking 32m and 18m dia antenna foundations for ISTRAC and ISRO (Dept of Space), 32m dia antenna at Nazafgarh, New Delhi. Dynamic stability of compacted sand fill in the Nuclear Island, PFBR project for IGCAR, Kalpakkam, India. Carried out detailed analysis of liquefaction studies both using laboratory tests and field tests and recommended measures for mitigating liquefaction and dynamic response of foundations of retaining walls, RE walls, tunnels and trenches on the sandy backfill. Presented the findings to Atomic Energy Regulatory Board (AERB), Mumbai; BHAVINI, and IGCAR Engineers, Kalpakkam. Presently Prof. Sitharam is carrying out detailed analyses and giving advice on the Microvibration control for SAC – payload fabrication and test facility at New Bopal Campus, Ahmadabad

  • For NMDC major works involving soil-nailing techniques, reinforced earth walls and slope stability analysis for structures of Bailadilla iron ore deposits Nos 10, 11, and the new one 11B. Instead of conventional concrete structure it was suggested to go for soil nailed / reinforced earth retaining walls. This scheme worked out lot cheaper than conventional RCC structures. Also many slope stability measures have been suggested using Reinforced earth concept to NALCO at their Bailadilla Iron ore project site and Mining areas. Height of soil nailed wall designed is 21m tall.

  • Prof. Sitharam has carried out for RITES the Vetting of the design of highest reinforced earth railway embankment in Jammu and Kashmir, 70m tall. Vetting of reinforced earth structures for many agencies such Ms/ Venktapathy Raju constructions, AFCONS Infrastructure, Feedback ventures, CIDCO Mumbai, NMDC, Gorantla Geosythetics Pvt Ltd etc. Vetting of Arch span bridges for Reinforced Earth Company, ATES- Soil reinforcement division, etc.

  • R and D collaborative project on shock wave Assisted Fracking in rocks jointly with Oil and Natural gas Commission (ONGC) and Wavefrack Technologies Pvt Ltd (Prof. T G Sitharam – Director of the company started as faculty entrepreneurship programme), received 58 crores funding for developing a test rig and field trials. Jointly with two professors from Aerospace Engg and 1 professor from Management Studies at IISc, Bangalore.


Consultancy Projects From 2006 to 2013

Title Funding Agency Value Consultants
1 Remedial / restoration measures for the safety of the RTPS KPCL Bangalore 3,50,000.00 T.G. Sitharam
2 Evaluation of dynamic properties and analysis for the proposed three axis motion simulator Garrison Engg., R&D Bangalore 1,90,000.00 T.G. Sitharam & G.L. Sivakumar Babu
3 Measurement of dynamic properties using MASW for centrifuge project at IAM Civil Aid Techno Clinic Bangalore 3,00,000.00 T.G. Sitharam
4 Geotechnical investigations for random test facility at RCI Hyderabad Ministry of Defense Secunderabad 2,20,000.00 T.G. Sitharam
5 MASW survey for measurement of dynamic properties at project TRINETRA at Najahgarh New Delhi Head CED Dos Bangalore 1,95,000.00 T.G. Sitharam
6 Evaluation of sandy soil back fill in and around nuclear island building at PFBR project Bharathiya Nabhikiya vidyut Nigam Ltd., Kalpakkam 8,00,000.00 T.G. Sitharam & G.L. Sivakumar Babu
7 Slope stabilization for the cut slope in Chenab bridge project site AFCONS Infrastructures 5,38,960.00 T.G. Sitharam & G.L. Sivakumar Babu
8 Expansion of red mud pond NALCO 10,45,972.00 T.G. Sitharam & K.S. Subba Rao
9 Expansion of ash pond RL 104 to RL 107 NALCO 13,18,400.00 T.G. Sitharam & K.S. Subba Rao
10 Soil nailing tech. for excavations Reliance Industries Ltd., Navi Mumbai 2,80,600.00 T.G. Sitharam & G.L. Sivakumar Babu
11 Proof Checking of RB Wall design K Venkatraju Engg. And Contractors Bangalore 28,105.00 T.G. Sitharam & G.Madhavi Lata
12 Technical Advise ISRO, Bangalore 30,000.00 T.G. Sitharam
13 Technical Advise FT Pvt LTd., Bangalore 50,562.00 T.G. Sitharam
14 Slope stabilization scheme for Ani Bridge, J& K Gammon India Pvt. Ltd 1,34,832.00 T.G. Sitharam
15 Slope stabilization scheme for Chenab Bridge, J&K AFCONS, Bombay 1,34,832.00 T.G. Sitharam
16 Proof checking of reinforced arched embankment for bridge No. Katra-Laole Section RITES, Gurgaon 1,25,000.00 T.G. Sitharam & G.Madhavi Lata
17 Consultancy service for disaster RE wall approach at Dodjala AFCONS, Bangalore 3,37,080.00 T.G. Sitharam & K.S. Subba Rao
18 Examination of safety of vertical cut of Joined rock mass in the surge pool and pump house IVRCL, Hyderabad 3,37,080.00 T.G. Sitharam
19 MASW survey for dynamic properties of solids of AESP Space application centre ISRO 1,12,360.00 T.G. Sitharam & P. Anbazhagan
20 Stabilization measures for the embankment between 120 and 130 piers AFCONS, Mumbai 2,24,720.00 T.G. Sitharam & G.L. Sivakumar Babu
21 Excavation of safety and further raising scheme for existing MCP tailing dam Hindustan copper Ltd. Ballarghat 5,61,800.00 T.G. Sitharam
22 Design of 20 Lakh water reservoir in HCL land at Malanjkhand Hindustan copper Ltd. Ballarghat 4,49,440.00 T.G. Sitharam
23 Further raising scheme of existing tailing dam, DARBA Mines Hindustan Zinc Ltd., Rajsamanad 5,61,800.00 T.G. Sitharam
24 PMD and Ash pond at Lanji garh site and design reviews Vedantata Aluminium Ltd., Orissa 1,34,832.00 T.G. Sitharam
25 Design and construction of Special bridge 44 across Chenab river Chenab Bridge undertaking Mumbai 2,24,720.00 T.G. Sitharam & G. Madhavi Lata
26 Proof checking of FBR Bridge No. 40 RITES, Gurgoan 1,25,000.00 T.G. Sitharam
27 Technical service for MASW CIMFR, Nagpur 3,24,000.00 T.G. Sitharam
28 Kinematic analysis of right abutment slope for AB site Gammon India, Mumbai 2,24,720.00 T.G. Sitharam
29 Geotechnical borehole data analysis for mono rail alignment for Bangalore GEODESIC, Geotechni Pvt. Ltd., Bangalore 1,12,360.00 T.G. Sitharam & P. Anbazhagan
30 Expansion of Further raising of Raw water pond at BTPS Chief Engg. Bangalore 4,49,440.00 T.G. Sitharam
31 Technical Advice Feedback Ventures Ltd. Bangalore 50,562.00 T.G. Sitharam
32 Technical Advice Nalco, Orissa 20,000.00 T.G. Sitharam
33 Basic Engg. Work for a new tailing dam for COBP at South Kalipani Orissa mining Corporation Ltd. Bhubaneswar 19,84,400.00 T.G. Sitharam
34 Consultancy service for detailed Engg of Apartment auxiliary work for raw water pond KPTCL, Bangalore 2,78,780.00 T.G. Sitharam
35 Expansion of dyke heights of red mud in the NE and southern sides Vedanta Aluminium Ltd Orissa 2,24,748.00 T.G. Sitharam
36 Consultancy service for the design and general arrangement plan of nailing system for retention Indu Project Ltd. Bangalore 67,416.00 T.G. Sitharam
37 Consultancy service Jindal Stainless steel, Bhubaneswar 3,00,000.00 T.G. Sitharam
38 Raise the height of existing tailing dam at Rajpura Dariba Vedanta-Hindustan Zinc Ltd. Udaipur 16,62,651.00 T.G. Sitharam
39 Further raising scheme for Rampura Agucha mine Vedanta-Hindustan Zinc Ltd. Udaipur 17,60,454.00 T.G. Sitharam
40 Design Schemes BBR Ltd. Bangalore 3,86,050.00 T.G. Sitharam
41 Technical Advice ISRO Bangalore 10,000.00 T.G. Sitharam
42 Advisory service for NALCO CPP NALCO, Orissa 48,117.00 T.G. Sitharam
43 Design scheme for stabilization of deep excavation on eastern side Viceroy Hotel Ltd, Hyderabad 3,86,050.00 T.G. Sitharam
44 Assessment of seismic safety of TRS Dam Structure EE Bangalore 5,23,925.00 T.G. Sitharam & P. Anbazhagan
45 Granular Dynamic simulation Buhler Ltd Bangalore 3,91,212.00 T.G. Sitharam
44 Advisory service for remedial / improvement measures during ash pond dyke raising from 104 to 107 NALCO Orissa 1,98,242.00 T.G. Sitharam
45 Design of Rock Bolting system for retention of rock mass Exc. Vice President Bhubaneswar 90,000.00 T.G. Sitharam
46 Stability analysis of existing ash pond 1 and E2 for HDSCPP Angul Nalco Orissa 9,00,000.00 T.G. Sitharam
47 Stability analysis of abutment slope for Chenab Bridge AFCONS Mumbai 10,91,970.00 T.G. Sitharam
48 Lanco Infra tech Ltd EPC Division Haryana 99,270.00 T.G. Sitharam
49 Technical advice Sitar, Bangalore 3,86,050.00 T.G. Sitharam
50 Technical advice BWSSB, Bangalore 22,060.00 T.G. Sitharam & P. Anbazhagan
51 Consultant service for design of Red mud pond for ANARK Aluminum, Hyderabad ANARK Aluminum, Hyderabad 24,75,000.00 T.G. Sitharam
52 Design of new ash pond over 46 acre of land NALCO Orissa 13,05,000.00 T.G. Sitharam
53 Seismic profiling and data analysis at proposed tunneling site at CN Gauge CIMFR, Nagpur 2,80,000.00 T.G. Sitharam
54 Consultancy service for buried archeological features, Bidar Dy Comm. Office, Bidar 4,00,000.00 T.G. Sitharam & P. Anbazhagan
55 Consultancy service for detections of soil heterogeneity using GPR CCC Ltd. Bangalore 4,41,200.00 T.G. Sitharam & P. Anbazhagan
56 Consultancy service for detections of soil heterogeneity using GPR Weg Insustried Ltd. Hosur 4,41,200.00 T.G. Sitharam & P. Anbazhagan
57 Investigation of damages of foundation P4 for Cable stayed bridge across Chamba river at Kotta Gammon India Ltd. Rajastan 6,67,315.00 T.G. Sitharam & G.L. Sivakumar Babu
58 Conducting stability analysis for High embankment arches for NLBC in UKP Chief Engg., Narayanapura 14,02,685.00 T.G. Sitharam
59 Technical advice for basic egg work on tailing pond Orissa mining corporation ltd, Bhubaneswar 1,98,440.00 T.G. Sitharam
60 Detailed Engineering design KPTCL, Bangalore 8,82,400.00 T.G. Sitharam
61 Feasibility study for further raising of ash pond 1 & 2 above 107 m Nalco, Orissa 7,94,160.00 T.G. Sitharam
62 Consultancy service for stability analysis of abutment slopes at Chenab bridge site Chenab bridge project undertaking Mumbai 7,20,000.00 T.G. Sitharam
63 Design of lean slurries for further raising of ash pond 1 & 2 above 107 m National designs and research forum, Orissa 14,39,415.00 T.G. Sitharam
64 Study of red pond #3 and #4, at Hindalco Muri, design and slope stability analysis Hindalco Ltd, Ranchi 9,00,000.00 T.G. Sitharam
65 Evaluation of dynamic properties of soil below Gayathri project Ltd. Hyderabad 99,270.00 T.G. Sitharam
66 Design of grouted anchors for stabilization of slopes at Donimalai Gayathri project Ltd. Hyderabad 4,96,3500.00 T.G. Sitharam
67 Evaluation of dynamic properties using MASW test for TCH building Gayathri project Ltd. Hyderabad 1,87,510.00 T.G. Sitharam
68 OSVM dust monitoring at Bangalore Mero site Oriental consultants Co. Ltd. Bangalore 2,20,600.00 T.G. Sitharam
69 Evaluation of allowable bearing capacity for the preliminary crusher building Gayathri project Ltd. Hyderabad 77,210.00 T.G. Sitharam
70 Study of distorted RE wall at Anantpur Continental Engg. Corporation Gurgoan 8,82,400.00 T.G. Sitharam
71 Vertical settlement of weighted pipeline under sea bed Gayathri project Ltd. Hyderabad 55,150.00 T.G. Sitharam
72 Design consultancy for tailing pond at Jajang mines, Design and slope stability analysis Rungta mines, Orissa 19,85,400.00 T.G. Sitharam
73 Stability analysis of excavation and creation of bund with excavated red mud pond Hindalco Ranchi 10,47,574.00 T.G. Sitharam
74 Design of ash pond dyke ash pond no. 4,5 & 5A, Amanjodi Nalco Orissa 14,39,415.00 T.G. Sitharam
75 GPR and MASW for the study of distorted RE wall in stretch of 49 m in NH -7 from Km 336 to 376 Continental Engg Corporation 5,51,500.00 T.G. Sitharam & P. Anbazhagan
Some (selected) Consultancy Projects prior to 2006

Title Funding Agency
Slope stability analyses of the abutments for the special bridge across river Anji Khad for Udhamapur-Srinagara-Baramaulla Rail Link. Gammon India Ltd.
Detailed geotechnical design work for the construction of bridge no. 44 across Chenab River in Kashmir including slope stability analysis of rock mass. AFCONS Infrastructure Ltd.
Measurement of dynamic properties of soils using MASW for Human Centrifuge project at IASM. Civil Aid Techno Clinic.
Geotechnical Investigations studies at Chandrayana Project and CS-SCC complex. Department of Space / ISRO.
Geotechnical investigation studies for KIOCL bulk handling system at Mangalore. M/S KIOCL MECON.
Restoration measures for ash pond dykes at RTPS, Raichur. M/S KPCL.
Dynamic stability of backfill at Nuclear Island, IGCAR, Kalpakkam. IGCAR.
Examination and suggestions for remedial measures for ash ponds of Orissa Power Grid Corporation (OPGC) at Orissa OPGC.
Assessment of quality control of cinder track at Bijapur stadium. MECON.
Soil investigation for multistoried buildings at ISRO. ISRO.
Conducting entrance test for selection of Assistant Engineers. BWSSB.
Soil investigation for Amadalli area for project Seabird, Karwar MECON.
Expansion of Red Mud Ponds of NALCO, Damanjodi. NALCO
Expansion of Ash Dykes of NALCO, Damanjodi. NALCO
Testing and Evaluation of Construction Materials for Madei Hydro electric projects NHPC.
Design of Subsurface Dyke Wall Across River Banasa, Rajastan. Hindustan Zinc Ltd.
Raising of height of Tailing dam at Rampura Agucha mine. Hindustan Zinc Ltd.
Ground Improvement at filter cake stock pile area at Vishakapatnam. MECON.
Redmud tailings dam for Sterlite Langigarh Alumina Plant, Orissa. Vedanta Alumina Ltd.
Design of Soil Nailed Walls, Reinforced Earth Walls and Slope Stability Works for the Structures for Deposit No 11 B, Bacheli. NMDC.
Rehabilitations of failed slopes near the dumper platform. NMDC.
Detailed engineering and Design of Raw water pond at Bellary Thermal Power Station. KPCL.
Suggestions for restoration of check dam at Jhulaguda reservoir, Damanjodi. NALCO.
Derivation of Yield function constant and modeling the compaction of Hard metal (tungsten Carbide Powders). M/S ProSIM, Bangalore.
Technical report on geotechnical investigation studies for the construction of new building under TEQIP at SIT, Tumkur. SIT, Tumkur.
Proof Checking of Techspan Arch Bridge, NICE corridor, Bangalore. M/S AIMIL.
Reinforced earth wall/ nailed wall for protection works for retaining the FGLs of ODY. M/S KPTCL
Big box shear tests on soil samples from dumped earth at BTPS Plant, Kudithini, Bellary. M/S KPCL.
Geotechnical Investigation proof checking for the proposed Church Building at Chandra Layout, Bangalore. The St. Stephens Orthodoc Church.
NALCO Angul's ash pond Inspection and restoration measures. NALCO.
HPCL-MDPL terminal project review of foundation system and soil reports (six locations). MECON, Bangalore.
Glimpses of Administrative Career Achievements