IGC - 2005 : proceedings of Indian geotechnical conference 2005, 17-19 December 2005 - geotechnical practices for environmental management, disaster mitigation and foundation engineering. Vol.1.

IGC - 2005 : proceedings of Indian geotechnical conference 2005, 17-19 December 2005 - geotechnical practices for environmental management, disaster mitigation and foundation engineering. Vol.1. - Indore,Ahmedabad etc Indian Geotechnical Society 2005 - iii,v,423p.

CONTENTS Expert Lectures I. Evaluation of Liquefaction Potential, Consequences, and Mitigation . 03 Idriss /. M., Boulanger R. W. 1. Dam Engineering New Challenges 27 Seco e Pinto Pedro Simao 3. The Geotechnics Related to the Design and Construction of in an Earth 43 Dam on Very Soft Soil, in Under Water Conditions W. F. Van Impre 4. Ultimate Pullout Capacities and Displacements at Working Loads of Granular Pile Anchors 45 Madhira Madhav R., B, Vidyaranya, V. Sivakumar 5. Industry Institute Interaction and its Role in Geotechnical Engineering Practice 53 Som N. N. 6. Role of Geo-Technical Professionals and the Armed Forces in Disaster Mitigation/Management 65 Mukherjee S. N. 1. Anchored RCC Diaphragm Wall Coffer Dam for Bisalpur Dam (A Case - Study) 69 Eidasaria Mahavir 8. Considerations in Design of Foundations for Seismic Loads 75 Shamsher Prakash, Puri Vijay K. 9. Design, Construction and Safety Aspects for Dams 79 Gandhi, GN. 10. Design and Maintenance of Ash Pond for Fly Ash Disposal 85 Gandhi S, R. 11. Construction of the First Cut-Off Wall by Low Headroom Cutter Inside a Tunnel In China 91 Brunner W. G.,Bi A,, Chang W., Zong D. 12. Mitigating Foundation Distress '95 Gupta Sanjay ,Sundamm Ravi 13. Waste Disposal Facilities (Landfills) of Past, Present, and Future 103 Deo P. D. 14. Fly Ash as a Geotechnical Material 109 Kumar Vimal ,Mathur Mukesh Theme 1: Advances in Geotechnical Investigation, Testing and Analysis 1Weight Sounding Equipment for Field Testing of Soil 115 Prasad S. K, Yadunandan C. N.,Jagadeesha N. M., Chandradhara, G P. , Nanjundaswamy P. 2. Determination of Elecetrcial Properties of Sands 119 Bartake P.P , Singh D.N. 3. Stress Path Dependent Deformation Moduli of Partially Saturated Cl Type of Soil 123 Singh Virendra, Kushwaha M. S. 4.Soil Plugging in Open-Ended Piles Model Investigation Mandavkar S, C ,Pise P. J 5. Constitutive Modeling of Sandstone Kumar Rakesh ,Sharma K.G, Varadarajan A 6.Use of Strong Electrolytes in the Stabilization of Expansive Soil Subgrade Manchikanti Srinivas, Prasada Raju G.V.R.., Murty Ramana V. 7.Investigation of Soil Behaviour in Relation to Geotechnical and Chemical Properties Ramakrishnaiah. S, Victor. John P,, Vishwanaiham. R 8.Mechanism of Sorption and Desorption of Cr at pH Pandey N.D., Vibhawari, Yeetendra Kumar, Agarwal V. 9. Assessment of Shear Wave Velocities in Delhi Using MASW Method Rao K. S ,Satyam, Neelima D. 10. Optimization of Retaining Wall for Static and Dynamic Loads Using GA Patodi S. C.Bhatia R. B. 11. Settlement Response of Beams Resting on Reinforced Soil by Finite Element Analysis Kumar Paritosh , Chandra Sarvesh 12. Creep Behaviour of Varanasi Soil with Chemical Nanda S, ,Sadana M, L.,Pradhan C, 13. Laboratory Examination of Strength and Deformation Characteristics of Anisotropic Rocks Kumar Ajit, Samadhiya N.K., Singh Mahendra 14. A New Method for Computation of Coefficient of Consolidation Sinha A.K 15. Geophysical Methods in Geotechnical Investigations 173 Dave P.R.,Prajapati A.H. 16. Development of Piezovibrocone and Calibration Chamber: Advances In CPT and In-Situ Testing 179 Sitharam T.G., Samui Pijush,,Singh Jattinder 17. Behaviour of Bombay-High Marine Clay 183 Sanjaya Kumar V.,Sharma K.G , Varadarajan A 18. Effect of Proper Pore Pressure Measurement on the Results of Triaxial Tests 187 TiwariM,, Chu J.,Teh C. I. 19. Shrink Test-Water Content Method for Shrink and Swell Predictions of 191 Lime Stabilised Cushioned Soil Humad S.M.,Naidu A.Ramu,Maharana M. 20. Performance of Geosynthetics in Controlling Swell Potential of Expansive Clay 195 Stalin V,K Mthya KM., Ravi E, 21. Strength Behaviour of Swollen Clays 199 Kayalvizhi S.K, Stalin V.K, 22. Strength Evaluation of Hot Mixed Dense Graded Bituminous Macadam 203 Bhosale S. S. 23. Effect of Pullout Rate on Uplift Capacity of Plate Anchors Buried in Soft Saturated Clay 207 Singh S, R.Ramaswamy S. V. 24. Influence of Bed Rock on the Dynamic Response of Foundation 211 Mandal A..Baidya D. K., Roy D. 25. Strength Behaviour of Infilled Rock Joints 215 Samadhiya N.K., Sinha U.N, Manmadharao N. 26. Laboratory and Field Studies on Elasticity and Sub Grade Reaction Moduli of Soils 221 ThakerK. K , Thaker. K.C. 27. Centrifuge Modeling of Geotexile Reinforced Slopes 225 Mahajan R. R , Viswanadham B. V.S. 28. Determination and Applications of Electrical Properties of Soils 229 Shah Paresh H., Singh D. N. Theme 2: Environmental Geotechnology Hazardous Waste Management and Utilization of Fly Ash 1. Heave Studies with Cement Stabilized Flyash Cushion 235 Rama Rao M .Sridevi G ,Anila M.Neelima G, Sirisha P 2. Mechanical Properties of Class F Fly and Bottom Ash Mixtures for Embankment Application 239 Kirn B., Prezzi M., Salgado R.., Lee J. 3. Use of Clay Stabilized Fly Ash for Raising Ash Pond 243 Desai N. H., Desai M. D. 4. Compressive and Flexural Strength of Cement-Fiber-Stabilized Fly Ashes 247 Kaniraj S.R.,Gayathri V. 5. Integrated Waste Technologies in Case of Biomedical Waste 251 Tiwari Shubhlakshmi .Chauhan Seema 6. Stabilization of Chromium Contaminated Soil by Lime 257 Tiwari R.P., Srivastava R.K., Bala Ramudu P., Agarwal V., Kumar Rajeev, Sahu R. K, 1. Cyclic Load Testing on Stabilised Model Pond Ash Embankments 261 Murty Ramana V., Hari P., Deva Pratap , Chandra Sekhar T. 8. Geotechnical Properties of Arsenic Bisulphide Contaminated Soil in Chhattisgarh Region 265 Khare R. N.Jain Abhay Kumar .Gupta R.G. 9. Effect of Flyash- Marble Powder on the Engineering Properties of an Expansive Soil 269 Sabat Akshaya Kumar.Behera S.N ,Dash S.K 10. Behavior of Soil Under Wastewater Irrigation - An Experiment 273 Patel J. S.,Parthasarathy G. S.Jagnik V. M. 11. Effects of Compaction Energy on the Geotechnical Properties of Fly Ash 277 Shukla S. K.,Kukalyekar M.P. 12. Utilization of Industrial Waste in Improving Geotechnical Properties of 283 Expansive Soil of Bhal Region, Gujarat Timani K.L.Patel R.M. 13. Behaviour and Reclamation of Expansive Soil Contaminated with Petroleum Hydrocarbons 287 Singh S.K ,Sriyastava R.K. John S, 14. Effect of Fly Ash and Lime Additives on Swelling of Expansive CJays .291 Kate J.M. 15. Efficacy of Lime Stabilized Fly Ash Cushion Jn Arresting Heave of Expansive Clay Bed 295 Rao A. Sreerama ,Babu R. Dayakara ,Reddy G. Gopal Krishna 16. Study on the Changes In Properties of Fly Ash Exposed To Cadmium Bearing Wastewater 299 Bandyopadhyay K., Thakur B,,Misra A. K., Som N. 17. Improvement of Problematic Clays Admixed With Copper Slag By Artificial Cementation 301 Saravana Kumar R,, Stalin V.K., Thenmozhi S., 18. Effect of Lime Stabilized Flyash Layer on Cbr Values of Black Cotton Soils 305 Sridevi G,Rama Rao M, J Padmini, B Priyanka , M Swapna 19. Effectiveness of Lateritic SoilFly Ash Liner To Retain Inorganic Ions 309 Sreedhamn Vandana .Chandrakaran.S 20. Remediation of Chromium Contaminated Soil Using Electrokinetic Techniques and Soil Washing 313 Shah D. L.Thakur L. S.,Shah S. G. 21. Retardation of Ions In Soil Under Electrical Gradient 317 Sivapullaiah P. V.,Nagendra Prakash, B. S.Dayananda Reddy K. L 22. Effect of Fly Ash on Engineering Properties of Expansive Soils 321 Garchar Vijay, Trivedi S.S. Theme 3 : Earthquake Geotechnical Engineering and Disaster Mitigation 1.Networking for Earthquake Monitoring in Gujarat 327 Ankara L.V.,Patel J,N.,Srivastava S., Hamid A 2.Behaviour of Nonlinear Soil for Seismically Excited Liquid Storage Tanks 331 Chatterjee P.,Basu B.,Mukherjee S. P., Bhattacharya P. 3.Liquefaction Related Settlement Characteristics of Coromandal Coastal Soil 335 Senthamilkumar S.Natarajan C., Suppiah S. 4. Microtremor Studies In Delhi Region 339 Rao K,S. .Satyam Neelima D.Mohanty W.K.Suresh G 5. Behaviour of Foundations under Seismic Forces An Overview 345 PaulS., DeyA.K. 6. Development of Site-Specific Design Response Spectra for Chennai City 349 Maheswari Uma R., Premalatha K. 7.Liquefaction Potential Mapping Using GIS 353 S.Rajesh .A.Balasenthilnathan 8. Dynamic Response of Reinforced Soil Retaining Walls 357 Murali Krishna A.Madhavi Latha G. 9. Seismic Design of Semi-Gravity Reinforced Earth Wall 361 Sabhahit N.t Madhav M.R. 10. Probabilistic Evaluation of Earthquake-Induced Slope Failures 365 Bhattacharya G ,Mazumdar G. \\. Dynamic Properties of Ahmedabad Sands at Large Strains 369 RaviShankar B, V,Stiharam T. QGovinda Raju L 12. Three Dimensional Analysis of Pile Groups Under Earthquake Loads 373 Moinuddin Ahmed,Babu Rao D. 13. Seismic Slope Stability Analysis by Method of Vertical Slices 377 Basu S, Choudhury D 14. Displacement Based Seismic Earth Pressure on Walls Rotating About Top 381 Chatterjee S.,Choudhury D. 15. Seismic Analysis of Reinforced Earth Retaining Wall 385 Srihari K.Rajagopal K. 16. Seismic Base Isolation Using Damped Soil and Frictionless Sheets An Overview 389 Singha S.,Dey A. K. 17. A Knowledge Based System for Assessment of Land Slide Hazard 393 Ghosh J.K, Suri Sahil 18. Liquefaction Studies on Sand and Sand-Silt Mixture 397 Behra K.C.,Saran S.,Mittal R.K. 19. Reinforced Sand Under Cyclic Loading 401 Gangadhara. S, Nagaraja. P.S, Pavitra. K 20. Estimation of Shear Wave Velocity from Soil Indices 405 Wadhwa R.S., Rao Ch. Subba, Ghosh N. 21. Design Methodology for Earthquake Resistant Wind Turbines for Indian Conditions 409 Nanuhtttan. B 22. Geotechnical Aspects of Damages due to Kutch Earthquake of January 26th, 2001 413 Verma A.,Bose P. R 23. Measurement of Shear Wave Velocity for Ahmedabad Sites with Engineering Seismograph 417 Trivedi S.S., Rao K. 5., Gupta K. K.

624.15
Excel To HTML using codebeautify.org Sheet Name :- Location Chart
Location Chart Basement 1 (B1) Class No. 600 - 649, 660 - 699
(B1) :Mezzanine 1 Class No. 700 - 728
(B1) :Mezzanine 2 Class No. 728.1 - 799, 650 - 659, Reference Books, Faculty work
Basement 2 (B2) Class No. 000 - 599, 800-999
Basement 3 (B3) (Please Inquire at the Counter for resources) Theses, Students' works, Bound Journals, Drawings, Atlas, Oversize Books, Rare Books, IS codes, Non-book Materials