Proceedings of the Indian Geotechnical Conference 2019 : IGC-2019. Volume I /
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| Meeting name: | Indian Geotechnical Conference (2019 : Surat, India) |
|---|---|
| Imprint: | Singapore : Springer, [2021] |
| Description: | 1 online resource : illustrations (some color). |
| Language: | English |
| Series: | Lecture notes in civil engineering, 2366-2557 ; volume 133 Lecture notes in civil engineering ; v. 133. |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/12612720 |
Table of Contents:
- Behaviour of Geosynthetics Clay Liner Under Direct Shear Test
- Effect of Saturation and Cementation on the Stiffness of Gypsiferous Soils
- Experimental Evaluation of Bearing Capacity of Single CFG Pile
- Comparison Between Casagrande Method and Cone Penetrometer Method for Determination of Liquid Limit of Soil
- Predictive Models for Estimating the Coefficient of Permeability for Sands
- Geotechnical Characterization and Mineralogical Evaluation of Soils in Srinagar City, Jammu and Kashmir
- Determination of Volumetric Shrinkage of Soils by Dish Method
- Comparison Between the Soil Properties of the Coastal and Interior Regions of Gujarat
- Effect of Plastic Fines on Geotechnical Behavior of Ennore Sand
- Effect of Relative Density on Elastic Properties of Sand
- Characterization and Stabilization of Red Mud and Ash--Solid Industrial Waste from Aluminum Industry
- A Study on Effect of Mica Content on Engineering Properties of Sands
- Study of Thermal Conductivity of Soils for Varying Density and Water Content Profiles
- Electrical Resistivity Tomography in Geotechnical Engineering Applications
- Analysis of Physical Modeling of Cast-In-Situ Concrete Piled Raft
- Assessment of 3D Consolidation Settlement of Soil by Considering the Effect of Surcharge Pressure
- Compaction Characteristics of Red Earth and Quarry Dust Combinations
- Effect of Placement Moisture Content on Swelling-Shrinkage Behaviour of Expansive Soil
- Foundation Bearing Capacity Estimation on Rock-Mass Using Hoek-Brown Failure Criterion and Equivalent Mohr-Coulomb Parameters
- Carrying Capacity of Model Steel Pile Foundation with Different Cross-Sectional Shapes in Sand
- An Experimental Study of the Piled Raft Foundation Subjected to Combined Vertical and Lateral Load
- Bell-Shaped Anchor with Geotextile Ties Embedded in Clay--A Numerical Study
- Studies on Tilt of Closely Spaced Strip Footings on Unreinforced and Reinforced Sands
- Experimental Evaluation of Failure Zone in Sand Beneath the Ring Footing and Cutting Edge of Open Caisson Using Image Analysis
- Influence of Soil Variability in SPT Data for Predicting the Bearing Capacity of Piles
- Nonlinear Analysis of Laterally Loaded Pile Group in Layered Soil-Ash Deposit
- Rationalization of LRFD Method for Safe Bearing Capacity of Shallow Footings to Incorporate the Type of Shear Failure
- Case Study on Underpinning of Foundation for an Industrial Building Renovation
- Evaluation of WSM, LRFD and FE Methods for Pile Capacity Calculation with Pile Load Test for IGM
- Analysis and Design of Micro-pile Foundation for an Extension of a Commercial Building
- Experimental and Numerical Investigation of Combined Batter Pile-Raft Foundation Embedded in Sand
- An Analytical Parametric Study on Behaviour of Flexible Raft Foundation
- A Case on Engineered Solution for Deep Excavation in Restricted Space
- Response of Laterally Loaded Monopile Using Three-Dimensional Finite Element Analysis
- Influence of Combined Vertical and Lateral Loading on Lateral Response of Piled Raft Foundation
- Interpretation of Load-Settlement Curves from Graphical Methods
- Behavior of Rigid Footing Rested on a Group of Stone Column
- Design and Construction of Rock Socketed Pile Foundation for Bridges--Case Study on Road Project in Madhya Pradesh, India
- Evaluation of Bearing Capacity of Ground in Transition Zone
- Behavior of Rectangular and T-Shaped Diaphragm Wall Panels in Mixed Soil Conditions: A Case Study
- Bearing Capacity of Eccentrically Loaded Circular Footing Supported on Reinforced Sand
- Seismic Bearing Capacity of Shallow Footing in Layered Soil
- Ground Improvement by Granular Anchor Pile Foundation in Cohesive Soil Under Axial Pullout Loads
- Seismic Bearing Capacity of Strip Footing Embedded in Slope Situated Below Water Table
- Study on Piles Subjected to Axial and Lateral Loading
- Experimental Study of Pile Resting on Sloping Ground Subjected to Cyclic Lateral Loading
- A Study of Piled Raft Foundation
- Seismic Stability of Unsupported Conical Excavation in Clayey Ground
- Analysis of Settlement Induced by Dissipation of Excess Pore Water Pressure Due to Piling in Soft Clay at Haldia
- Performance Evaluation of Piles for Slope Reinforcement
- Stability Analysis of Soil Slopes Subjected to Foundation Loads During Earthquakes
- Probabilistic and Deterministic Analysis of Lungchok Landslide, South Sikkim, India
- Experimental Study of Ugat Canal Soil for Slope Stability
- Pseudo-static Stability Analysis of Multilayered Slopes Using Sarma's Method of Non-vertical Slices
- A Study on the Erodibility of Lateritic Soil Due to Flooding
- Experimental Investigations on Rainfall-Induced Landslides
- Study on Stability Analysis of South Bank of River Brahmaputra and Its Tributaries in the Reaches of Upper Assam
- Analysis of Rainfall-Induced Shallow Slope Failure
- Slope Stability Analysis of an Earthen Dam Using GEOSTUDIO2007 Software
- Static and Dynamic Analysis of Nailed Slope
- Design and Analysis of Earth Slopes Using Geosynthetics
- Stability Analysis of Slope in Kuranjeri During Kerala Flood 2018Using PLAXIS-3D
- Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D
- Stability Assessment of a Soil Slope in Meghalaya, North-Eastern India
- Assessment of an Open Cast Coal Mine Slope Stabilityat Mohanpur Block, Raniganj Coalfield, West Bengal, India
- A Numerical Study on Geotextile-Reinforced Slopes.