Ground improvement techniques : select proceedings of 7th ICRAGEE 2020 /
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| Meeting name: | International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (7th : 2020) |
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| Imprint: | Singapore : Springer, [2021] |
| Description: | 1 online resource (xiv, 396 pages) : illustrations (some color). |
| Language: | English |
| Series: | Lecture notes in civil engineering, 2366-2557 ; volume 118 Lecture notes in civil engineering ; v. 118. |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/12611813 |
Table of Contents:
- Application of Steel Fiber in Soil Stabilization
- Investigations on Mechanical Properties of Bio-Stabilized Soil
- Strength Behavior of Sand Reinforced with Treated Sisal Fibers
- Unconfined Compressive Strength of MICP-Treated Black Cotton Soil
- Potential of Reuse Options of Rice Husk Ash in Various Applications
- Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil
- Influence of Geofoam Infill Trenches in Attenuation of Ground Vibrations Induced During Dynamic Compaction
- A Short Review on Improvement in Soil and Cement Properties by Addition of Bagasse Ash
- Enhanced Geotechnical Properties of High Plastic Clay Stabilized with Industrial Waste-Step for Sustainable Development
- Strength Behaviour of Marine Clay Stabilized with Marble Dust and Quarry Dust
- Effect of Influencing Parameters on the Failure Mechanism of Sand Compaction Column Treated Cohesionless Deposit
- Accelerating the Consolidation of Soft Clay Soil Using Pervious Concrete Pile
- Bearing Capacity Analysis of Bagasse Ash Reinforced with Polypropylene Fiber
- Settlement Analysis of Locally Available Soft Soil Reinforced with Prefabricated Vertical Drain
- Preliminary Design of Prefabricated Vertical Drains-Embedded Soft Soils in the Field: An Example
- Ground Improvement of Soft Soil Using Bamboo as Flexible Pile with Stabilized Lime-Soil Pile-Cap Encapsulated by Geogrid and Geotextile
- Effect of Reinforcement Form on Bearing Capacity of Sand
- Deformation of Stone Column Subjected to Earthquake Loading by Numerical Analysis
- Ground Improvement Technique By Psuedo-Binghamian Grout for Fly Ash and Black Cotton Soil
- Ground Improvement for Liquefaction Mitigation of Sand Deposits in Southern Dubai
- Shake Table Studies to Assess the Effect of Reinforced Backfill Parameters on Dynamic Response of MSE Walls
- Efficacy of Consolidation Grouting in Improving Dynamic Characteristics of a Nuclear Facility Foundation Strata
- Liquefaction Mitigation of Silty Sands Using Xanthan Biopolymer
- Ground Improvement with Vibro Compaction Method to Mitigate the Liquefaction Potential, Case Study
- A Study on Stability of Pond Ash Embankments Improved by Stabilizers
- Effect of Chemical Admixtures on Swelling Behavior of Expansive Soil
- Laboratory Liquid Limit Determination Comparison of Expansive Clays by Casagrande and Cone Penetration Method
- Laboratory Swell Pressure Determination of Expansive Clays
- Lateral Load Carrying Mechanism of Fibre Reinforced Concrete Pile in Sandy Soil
- Centrifuge Modelling of Marginal Soil Slopes Under Rainfall with Hybrid Geosynthetic Inclusions
- Study of Geosynthetic Reinforced Retaining Wall under Various Loading
- Numerical Analysis on the Effect of Compaction Induced Stresses on the Performance of MSE Walls
- Evaluation of Moisture Susceptibility of Pyro-Oil Modified Bitumen by Surface Free Energy Approach
- Investigating the Potential of Xanthan Gum for Aeolian Erosion Mitigation
- Feasibility of Geopolymer Grout for Granular Soil.