Amit Prashant - Ajanta Sachan -

Chandrakant S. DesaiEditors

Advances n ComputerMethods and GeomechanicsIACMAG Symposium 2019 Volume 1

A Springer

Contents

Dynamic Soil-Foundation-Structure Interaction for Bunds in Goa.... 1Leonardo Souza and P. Savoikar

Bearing Capacity of Inclined Reinforced Sand Bed on Clay 0. 17P. Rajashekar Reddy, G. V. Narsimha Reddy and E. Saibaba Reddy

Deaggregation of Seismic Hazards for Two Different Sitesin Indore Region ...Deepshikha Shukla and C. H. Solanki

Uncertainties of Shear Forces and Bending Moments in RetainingWall Due to Earthquake Loading ....Vidhi Rasik Solanki, Prajakta Jadhav and Amit Prashant

A Comparative Study on Shear Behavior of Pure Sandand Micaceous Sand Under Undrained Monotonicand Dynamic Loading Conditions . E lll

P. Seethalakshmi and Ajanta Sachan

Comparative Behavior of Mechanical Response of Earth RetainingStructures with Two Different Material Models . . . . .

Smita S. Aldonkar and P. Savoikar

Post-liquefaction Reconsolidation and Undrained Cyclic Behaviourof Chang Dam Soil... . MEME 71

Majid Hussain and Ajanta Sachan

Effect of Stress History on Stress-Strain and Volumetric Responseof Laterite Soil Under Undrained and Drained Conditions ........T. K. Abhijith, Majid Hussain and Ajanta Sachan

Sensitivity Analysis of Pore Morphology Method and X-Ray CTImaging in SWCC Predictions for Ottawa Sand .... EEMohmad Mohsin Thakur and Dayakar Penumadu

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Safety Factor and Failure Mechanism in Geotechnical Engineering:A Numerical Study. ...... "Ut

H. C. Nguyen

Linear Static and Dynamic Analyses of Reinforced Concrete SphericalDome Structure Under Seismic Loads ...... UÁ

R. Pathak and R. K. Khare

Shear Behavior of Geotextile-Reinforced Silty Sand Using StaticTriaxial Testing .... 5 C5

Akansha Srivastava and R. S. Dalvi

Pseudo-static Slope Stability Analysis for Cohesive-Frictional Soilby Using Variational Method . .Sourav Sarkar and Manash Chakraborty

Bearing Capacity of Clayey Soil Reinforced with Geogrid . . 0Prachi Lingwal and Ashok Kumar Gupta

Effect of Water Absorbing Polymer Amendment on Water RetentionProperties of Cohesionless Soil..... MEE v

Abhisekh Saha, Bharat Rattan, S. Sreedeep and Uttam Manna

Effect of Geosynthetic Stiffness on the Behaviour of Encased StoneColumns Installed in Lithomargic Clay . . .

M. P. Vibhoosha, Anjana Bhasi and Sitaram Nayak

Numerical Investigation of the Vertical Response of BucketFoundations Supporting Offshore Wind Turbines in Sand. .......Tanmoy Kr. Deb and Baleshwar Singh

Elasto-Plastic 3D FE Analysis of the Seismic Behaviorin Culvert Longitudinal Direction of Three-Hinge Typeof Precast Arch Culverts ....

Y. Miyazaki, Y. Sawamura, K. Kishida and M. Kimura

Optimal Foundation Solution for Rail Embankment Resting on DeepSoft Clay Deposits .... /Jayasai Krishna Gunnu, Tanmay Gupta and Madan Kumar Annam

Protection of Buried Pipelines Using Geosynthetics Under DifferentLoading Conditions—A Review. . 2. . J

Margi M. Dave and C. H. Solanki

Experimental and Numerical Study on Compacted SandBentonite-Tire Fiber Composite for Landfill Application . .Krishanu Mukherjee and Anil Kumar Mishra

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Interference Behavior of Four Adjacent Footings on GeosyntheticReinforced Sand.... . . D. UU

Sachin S. Saraf and Sunil S. Pusadkar

Numerical Modeling of Massive Timber Piles SupportingDouble-Span Stone Arch Bridge Damaged in 2011 GreatEast Japan Earthquake . . E

Y. Sawamura, Benjamin Markley Lewis and M. Kimura

Behavioural Study on Geomaterial Undergoing Chemo-MechanicalDegradation..P. Viswanath and Arghya Das

Infiuence of Nonhomogeneous Viscosity on the Dynamics of DebrisFlow: À Numerical Study. . . ^

Gaurav Bhutani, Mousumi Mukherjee and Dikshita Nath

Design of Water Retaining Embankment Using Geosynthetics forHydraulic Conditions . . . Cel

Shubham Soni and Amit Prashant

A Numerical Study on the Effect of Initial Void Ratio and ArealExtent of Heterogeneity on Instability Onset in Granular Media . .Debayan Bhattacharya and Amit Prashant

A Comparative Study on Various Codes and Current Practicesfor Design of Caissons . . Ce

Mohit Kumar and Kaustav Chatterjee

New Prediction Models for Compressive Strength of GGBS-BasedGeopolymer Clays Using Swarm Assisted Optimization. . . . . .

T. Vamsi Nagaraju and Ch. Durga Prasad

Factors Infiuencing Transient Response of Shallow Strip Footingon Granular Soil Subjected to Vertical Pulse Load . . . ..

Suvendu Kumar Sasmal and Rabi Narayan Behera

Analysis of Heave Behaviour of Expansive Soil Providedwith Granular Pile Anchors Using Plaxis. . . . .

S. Sangeetha and P. Hari Krishna

Comparison of Theoretical and Laboratory Permeabilityfor Coarse-Grained Soil . . . .

Satyajit Roy, R. K. Bharti, Mahabir Dixit and R. Chitra

Seismic Wave Propagation in Layered Liquefiable Soils . . ... .. 7

Praveen M. Huded and Suresh R. Dash

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Effect of Soil Spatial Variability on Lateral Response of WellFoundation Embedded in Linear Elastic Soil.. .

Ramyasri Rachamadugu, Sanshrit Singhai and Gyan VikashA Comparative Study on the Design of Flexible Faced and Rigid FacedGeosynthetic Reinforced Soil Walls . . . 441

Kirupairaja Thanushan, Kolli Mohan Krishna and Amit Prashant

Screening of Train-Induced Vibration with Open Trench—ANumerical Study ...

Majumder Mainak and Ghosh Priyanka

Experimental Comparative Study on Strength Parametersof Concrete Assimilating Glass Fibers of Fine Aggregate, Cementwith Rubber and GGBS . .

Arjun Sil, Naveen Kumar Vanapalli, Anisha Kumari, Pratyasha Gogoiand Debasish Mojumder

Study on River Bed Material and Numerical Analysis of StabilizedRoad Embankment on Soft Soil . . . . . .

Champakali Das and Ambarish Ghosh

Adsorption and Hydraulic Conductivity Studies on Bentonitesin the Presence of Zinc. . .

Saswati Ray, Anil Kumar Mishra and Ajay S. Kalamdhad

Development of Soft Soil Improvement Scheme for Lateral Stabilityof Railway Bridge Abutment . . .

Md. Jahangir Alam, Mahmudul Islam and Muhammad Saiful Islam

Effect of Interaction of Nearby Footings on Settlement of FoundationUnder Building. . . . sees 55

Md. Jahangir Alam, MuhammadSaiful Islam, Mahmudul Islamand Md. Nazam UddinEvaluation of Ground Motion Scaling Techniques...Jayaprakash Vemuri and Subramaniam Kolluru

Comparative Analysis and Behavior of Cantilever Retaining Wallwith and Without Relief ShelvesMandira Faldesai and P. Savoikar

Comparative Study of Expansive and Non-expansive Soils Stabilizedwith Lime and Rice Husk Ash (RHA) ..............Kaling Taki and Paramita Bhattacharya

Energy Dissipation Response of Unsaturated Cohesive Soil UnderDynamic Loading Conditions . . .

Saloni Pandya and Ajanta Sachan

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Bearing Capacity of Shallow Circular and Strip Foundation Restingon Two Layered Clays... A les t

Prateek Kumar and Manash Chakraborty

Condition Assessment and Failure Probability of Existing Bridgesin the Cachar District, Assam ...Joydeep Das and Arjun Sil

A Comparative Deterministic and Probabilistic Stability Analysisof Rock-Fill Tailing Dam . . .

Tanmoy Das and A. Hegde

Subgrade Stabilization Using Non-biodegradable Waste MaterialAsif Farooq and Fayaz A. Mir

Seismic Response of Structure Isolated with Quintuple FrictionPendulum Bearing Under Directivity Focusing Earthquakes . . .

Ankit Sodha, Sandeep Vasanwala and Devesh Soni

Element-Free Galerkin Method for Reinforced Timoshenko Beamon Elastic Foundation..lsVivek Varshney, Sarvesh Chandra and Stephane Bordas

Dynamic Lattice Element Modelling of Cemented GeomaterialsZarghaam Haider Rizvi, Syed Husain Mustafa, Amir Shorian Sattari,Shahbaz Ahmad, Peter Furtner and Frank Wuttke

Effect of Stabilization on Characteristics of Subgrade Soil:A Review ...

Pritam Sinha and Kannan K. R. Iyer

Effect of Anisotropy on Stress-Strain and Pore Pressure Responseof Normally and Heavily Over Consolidated NagpurExpansive Soil ....

Naman Kantesaria and Ajanta Sachan

Study of Effect of Stiffening and Rigidity of Bearing Stratum-On TipLoad for Single and Group of Granular Piles ....Vaibhaw Garg and Jitendra Kumar Sharma

Evaluation of Macroscopic Soil Model Parameters Using the DiscreteElement Method..."2Mandeep Singh Basson, Roberto Cudmani and G. V. Ramana

Experimental Studies on Polyester Geo-Fabric Strengthened MasonryElements. .. 7r]

K. S. Sreekeshava, A. S. Arunkumar and B. V. Ravishankar

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Influence of Cementing Solution Concentration on CalcitePrecipitation Pattern in Biocementation . . . .

Deepak Mori, Poonam Jyoti, Tejinder Thakur, Shyam K. Masakapalliand K. V. Udav

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