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Theme 03 Shallow and Deep Foundations
TH-03-003 Bearing Pressure of Foundation on Strong Layer Overlying Weak Clay Accounting for Compressibility
Joga Himavarsha1, J. Y. V. Shiva Bhushan2 and Madhav Madhira3
TH-03-005 Significance of Energy Transfer Ratio in Standard Penetration Test and its Influence on Foundation Design
Sumanth H C1, Parthasarathy C R2 , Nandhagopal A R3and Ramachandra A S4
TH-03-007 Interaction Effects for Large Piled Rafts in Clay Soil
Rajib Modak1 and Baleshwar Singh2
TH-03-008 Analysis of vertically loaded pile raft foundation on cohesionless soil using ABAQUS
Kabiraj Mahata 1, Md Sadiqur Rahaman 2 and Ashis Kumar Bera3
TH-03-010 Undrained Bearing Pressure of Desiccated Nonhomogeneous Ground Accounting for Compressibility
J Y V. Shiva Bhushan1, G. V. Narasimha Reddy2 and Madhav Madhira3
TH-03-012 Pile Termination Criteria for Rock Socketed Piles in Chennai Metro Project
Rajaraman R1
TH-03-013 Assessment of Predictive Equations of Extents of Failure Zone in Sand beneath the Cutting Edge of Open Caisson using Image Analysis
Jitesh T. Chavda1 and G. R. Dodagoudar2
TH-03-014 Analysis of Settlement Profiles of Shallow Strip Footings Resting on Geosynthetic-Reinforced Sands
Quamar Tabish, Saptarshi Kundu and Ambarish Ghosh
TH-03-016 Group Efficiency Ratio of Pile Groups Subjected to Harmonic Vibration
Deepthi Sudhi1, Sanjit Biswas2 and Shiva Shankar Choudhary3
TH-03-017 Effect of Fin Inclination on Different Shapes of Fin under Axial Load
Poonam P. Gawande1 and A. I. Dhatrak2
TH-03-020 Undrained Uplift Capacity of Under-Reamed Pile in Layered Clays
Rajat Rathore1, Ritesh Ingle2, Yogesh D. Patil3, and Jitesh T. Chavda4
TH-03-021 A Review of the Design and Axial Capacity Calculation Practices for Helical Piles
Arnab Debnath1 and Vishwajeet. P. Singh2
TH-03-023 Connected Versus Disconnected Piled Raft Systems: A Comparative Experimental Assessment
Prasun Halder 1 and Bappaditya Manna 2
TH-03-025 STUDY ON MECHANISM OF LOAD TRANSFER IN PILE-RAFT FOUNDATION
1Vijaykumar , 2S K Prasad and 3 Chethan L
TH-03-026 Behaviour of soil in OWT monopile foundation subjected to torsion
Santhoshkumar J 1and K.Muthukkumaran 2
TH-03-028 Evaluation of Nonlinear Load Sharing Ratio of Pile and Raft in Piled Raft Foundation in Cohesionless Soil
Dinesh Kumar Malviya1, Manojit Samanta2
TH-03-032 Settlement Based Load-Sharing Ratio Variation for Large Piled-Rafts
Banchiva K. Marak1 and Baleshwar Singh2
TH-03-035 Numerical Analysis of Reinforced Ring Foundation Subjected to Eccentric-Inclined Loading
Kishan Kumar1, Subhadeep Metya1 and Gautam Bhattacharya
TH-03-037 Load-settlement behaviour of composite caisson-pile foundation (CCPF) in sand
Rajan KC*12, Keshab Sharma3, Monu Lal Burnwal2, Prishati Ray Chowdhury2, Indra Prasad Acharya1 and Jibendra Misra4
TH-03-038 Behavior of Bridge Abutment Foundation in Mixed Ground Condition
Chiranjib Sarkar 1, Sibapriya Mukherjee 2 and Ankit Som3
TH-03-040 Pile Capacity Estimation Considering Variability in Soil Adhesion Factor
C Supritha Reddy1, Goushya Begum2 and B. Hanumantha Rao3
TH-03-051 V–H Capacity Envelopes of Strip Footings on Cohesionless Soil Overlying Soft Rock Mass
Kumawat, S.K.1, Raj, D.1* and Dangayach, S.1
TH-03-052 Numerical Analysis of Skirted Foundation on Sand for Load- Displacement Behaviour
Suresh Prasad Singh1, Sumit Kumar2 and Sumit Sarkar3
TH-03-055 Evaluation of Non-linear Response of Block Foundation Subjected to Vertical Vibration
Kavita Tandon1, Bappaditya Manna2, and G V Ramana3
TH-03-057 Lateral behavior of a long pile with load application above ground: a case study
Govind Raj. B1, Anurag Chafale2, Madan Kumar Annam3 & K.V. Babu4
TH-03-062 Foundation for an 85-m High Bungy Jumping Tower at Rishikesh
Abhay Gupta1 Ravi Sundaram2 and Sanjay Gupta2
TH-03-064 Comparison of settlement of various shallow foundations estimated from DMT
Kaustav Das1 Saptarshi Nandi2 and Kaushik Bandyopadhyay3
TH-03-065 Experimental Study of Circular Shallow Footing on the Top of Slope
Eswara Reddy Orekanti1, Venkatesh Buragadda, Pavan Kumar Arigela3, Mounika, B.4 and Akshitha, K.5
TH-03-067 Construction of a cut-off wall using Mixed-In-Place technology for a flood retention basin in southern Germany
Mostafa Abdelhamid1, Daniel Junger1and Karsten Beckhaus1 1Bauer Spezialtiefbau GmbH, Germany
TH-03-068 Settlement in Geosynthetic Reinforced Square Footing over Plastic Soil
Ankur Mudgal1, Bibek Jha2, Raju Sarkar3, Amit Kumar Srivastava4, Akshit Mittal5 and Nehal Jain6
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