Description

Book Synopsis

Chapter 1: LIQUEFACTION ASSESSMENT OF NORTHEAST ARKANSAS, USA.- Chapter 2: DETAILED PARTICLE MIGRATION ANALYSIS OF SUBGRADE SOILS UNDER CYCLIC LOADING DURING INTERNAL EROSION.- Chapter 3: Liquefaction Resistance of Aged Soils in the Upper North Island of New Zealand and Contribution of the Soil Behaviour Type Index.- Chapter 4: GEOTECHNICAL CHALLENGES FOR FAST-TRACK DESIGN AND CONSTRUCTION OF A BRIDGE FOUNDATION IN AN AREA IDENTIFIED AS HAVING POTENTIAL FOR LIQUEFACTION AND HIGH GROUNDWATER.- Chapter 5: GEOTECHNICAL DESIGN CHALLENGES RELATED TO EMERGENCY REPAIR OF A TRANSPORTATION CORRIDOR AFTER A FAULT RUPTURE EVENT AND POTENTIAL REPAIR OPTIONS, INCLUDING USE OF LIGHTWEIGHT CELLULAR CONCRETE.- Chapter 6: Traffic disruptions in box-type embankment-underpasses due to past earthquakes in Japan.- Chapter 7: Design of Culvert Considering Soil-Structure Interaction.- Chapter 8: Analysis of the deformability of railroad ballast based on the concept of the shakedown limit.- Chapter 9: Use

Proceedings of the 5th International Conference

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    A Hardback by Cholachat Rujikiatkamjorn

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      Publisher: Springer
      Publication Date: 10/24/2024
      ISBN13: 9789819782161, 978-9819782161
      ISBN10: 9819782163

      Description

      Book Synopsis

      Chapter 1: LIQUEFACTION ASSESSMENT OF NORTHEAST ARKANSAS, USA.- Chapter 2: DETAILED PARTICLE MIGRATION ANALYSIS OF SUBGRADE SOILS UNDER CYCLIC LOADING DURING INTERNAL EROSION.- Chapter 3: Liquefaction Resistance of Aged Soils in the Upper North Island of New Zealand and Contribution of the Soil Behaviour Type Index.- Chapter 4: GEOTECHNICAL CHALLENGES FOR FAST-TRACK DESIGN AND CONSTRUCTION OF A BRIDGE FOUNDATION IN AN AREA IDENTIFIED AS HAVING POTENTIAL FOR LIQUEFACTION AND HIGH GROUNDWATER.- Chapter 5: GEOTECHNICAL DESIGN CHALLENGES RELATED TO EMERGENCY REPAIR OF A TRANSPORTATION CORRIDOR AFTER A FAULT RUPTURE EVENT AND POTENTIAL REPAIR OPTIONS, INCLUDING USE OF LIGHTWEIGHT CELLULAR CONCRETE.- Chapter 6: Traffic disruptions in box-type embankment-underpasses due to past earthquakes in Japan.- Chapter 7: Design of Culvert Considering Soil-Structure Interaction.- Chapter 8: Analysis of the deformability of railroad ballast based on the concept of the shakedown limit.- Chapter 9: Use

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