|Advances in Deep Foundations, Earth Retention Systems and Ground Improvement|
||A Barrier Wall for the New Dam at the Godavari River Installation with Monsoon Break
||Peter E. Banzhaf
||Alternative Solutions to Replace Diaphragm Walls of Shallow Depths
||Franz-Werner Gerressen and Thomas Vohs
||Back Analysis and Performance of a Cantilever Portion of Excavation in Mixed Soil Profile
||C. Vimala and Madan Kumar Annam
||Design of Deep Vertical Circular Diaphragm Wall Using Finite Element Analysis
||Sharath C. Kudumula and Suresh Kumar Gupta P.
||Effect of Elastic Non-Linearity of Soil and Pile on Uplift Capacity of Transmission Tower Foundation
||Manish V. Shah, Ph.D., Usha K. Patel, Ph.D. and Purav A. Raval, BE
||Effect of Under-Ream Angle and Bulb Spacing on Capacity of Under-Reamed Piles in Marine Clay
||Minu J. and Benny Mathews Abraham, Ph.D.
||Installation of Large Diameter Bored Pile Socketed in Hard Rock with RCD for MTHL, Mumbai
||Akshay Sakhuja, Vignesh R., and Inki Choi
||Low-Strain Pile Integrity Testing and Analysis
||Mahesh Hingorani, P.E.
||New Testing Approach for Pile Load Tests in India
||Vijay Kumar Patidar, Suneet Kaur, Ph.D., and Nitin Dindorkar, Ph.D.
||Optimization of Project Schedule and Cost Using Available Steel Sections as Foundations for a Deep Seated Structure
||Biswajit Das, Anup Kumar Mandal, Ph.D., Suman Sen and Shuvranshu Kumar Rout
||Response of a Single Pile Located on Sloping Ground under Dynamic Loading
||Deendayal Rathod, Ph.D., D. Nigitha, Ph.D., and Krishnanunni K. T., Ph.D.
||Soil-Structure Interaction for a Tension Pile Pulled with Strand
|Developments in Safe and Efficient Geo-Construction|
||Geohazard Protection of Infrastructure
||Andreas Brandner, Dipl.-Ing., MSc.
||Innovative Tunnelling Practices Adopted to Mitigate Various Execution Challenges in a Rail Tunnel Construction in India
||Venkata S. Dronamraju, Ph.D., IRSE
||Lateral Response of Rock Socketed Single Pile Due to the Effect of Overlying Sand Layer
||Jeya Sonia J., M.E. and Karthigeyan S., M.E., Ph.D.
||Reliability on Quality Control & Quality Assurance of Deep Foundations
||Laxmikanta Tripathy, G.E.
|Improving Current Practice with Case Studies|
||A Case Study on Pressuremeter Test in Katni, Madhya Pradesh, India
||Kuppala Venkata Sivannarayana, Arnab Banerjee, and Subhasish Pasupalak
||Comparison of Geophysical and Geotechnical Investigations of a Deep Soil Site in Indo Gangetic Plains
||Priyanka Sharma, Ph.D., M. L. Sharma and V. A. Sawant, Ph.D.
||Effects of Mixing of Bentonite Suspension in Geotechnical Applications
||Akhila Manne and Madan Kumar Annam
||Forensic Evaluation of Defective Bored Piles of an Industrial Plant
||Sorabh Gupta, Ravi Sundaram, Sanjay Gupta
||Implication of Site Investigation on Piles Socketed in Weathered Rock
||Kuppala Venkata Sivannarayana, G. Gowthami and E. Suresh
||Importance of Collecting Soil Samples in Hard Strata for Soil Classification and Determination of Shear Strength Parameter
||Kuppala Venkata Sivannarayana, Parvathy V. Raj and N. Manikantan
||Prediction of Modulus of Elasticity and Its Impact on Settlement
||Vinay Kumar M. and Suresh Kumar Gupta P.
||Rotary Kelly Drilling for the Bored Pile Foundation of the Hong Kong Zhuhai Macao Bridge
||Capacity of Piles in Pond Ash Based on Model Pile Load Tests
||Sreedhar M.V.S., Ph.D. and Dheeraj Ram A. V., M.E.
||Challenges Encountered for Foundation of Durgam Cheruvu Extradosed Bridge in Hyderabad - Design and Construction
||Krishnapriya P. R., M.Tech, Vignesh R. and Subir Das, M.Tech
||Construction of the Foundations of Mega Sea Bridge of India - Mumbai Trans-Harbour Link
||Ekhlaq A. Khan
||Micropiles and Ground Anchors Increase the Capacity of Existing Bridge Abutments
||Swetha Chennu, EIT, Anthony C. Barila, P.E., and John R. McKinnon
||Pile Foundation for Cable Support Structure in Brownfield Site with Underground Obstructions - A Case Study
||Manos De, Vijay Bhatt and Shuvranshu Rout
||Strengthening of Existing Building Foundations by Micropiles
||Runu Dutta, Anup Kumar Mandal, Ph.D., Biswajit Das and Manos De