G. CONSULTANCY PROJECTS

INDUSTRIAL RESEARCH AND DEVELOPMENT – CONSULTANCY PROJECTS (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.

ü    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.

ü    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).

ü    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.

ü    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

ü    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.

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

ü    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.

ü    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.

ü     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)

1.       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

2.    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.

3.     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.

4.    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

5.      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.

6.    Prof. Sitharam has carried out for  RITES the Vetting of 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, CIDCO Mumbai, NMDC, Gorantla Geosythetics Pvt Ltd etc. Vetting of Arch span bridges for Reinforced Earth Company, ATES- Soil reinforcement division, etc.

7.     R&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.

                       LIST OF CONSULTANCY PROJECTS DONE FROM 2006-2013 

Sl. No

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

76

Kinematic analysis of right abutment slope for AB site (Katra side)

Gammon India, Mumbai

2,24,720.00

T.G. Sitharam

 

The titles of some of the selected consultancy projects and the organizations prior to 2006 are listed:

 

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 FGL’s 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

Urban Logistics Practices-case study on Mumbai Dubbawallahs15000 euro)

M/s NEA Transport Research & Training, Netherlands

Hubli-Ankola Railway Project

South Western Railway


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