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Title of Journal: Geotech Geol Eng

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Abbravation: Geotechnical and Geological Engineering

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Springer Netherlands

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DOI

10.1007/s13562-011-0077-y

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1573-1529

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Undrained Shear Characteristics of Tropical Peat R

Authors: Sina Kazemian Bujang B K Huat Hossein Moayedi
Publish Date: 2012/02/01
Volume: 30, Issue: 4, Pages: 753-759
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Abstract

Peat commonly occurs as extremely soft wet unconsolidated surface deposits that are integral parts of wetland systems Cement is widely used for the stabilization of peat by deep mixing method This paper presents the results of the shear strength parameters of study models fibrous hemic and sapric peats stabilized with columns formed by dry mixing method The columns were formed of peat treated with cement in different proportions Triaxial test was performed after curing the samples for 28 days to evaluate the shear strength parameters The results showed that the shear strength of peats can be improved significantly by the installation of cement stabilized soil columns The amount of cement used to form the column and its diameter were observed to influence the strain–stress graph of peat reinforced Furthermore the result showed that the effect of cement was the highest on sapric peat due to its physicochemical properties

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  1. Reduction of Expansive Index, Swelling and Compression Behavior of Kaolinite and Bentonite Clay with Sand and Class C Fly Ash
  2. Effect of interface characteristics on the influence coefficients of an embedded circular footing under horizontal and moment loading
  3. Sensitivity Analysis of Coal Rib Stability for Internal Mine Dump in Opencast Mine by Finite Element Modelling
  4. Predicting Hysteresis of the Water Retention Curve from Basic Properties of Granular Soils
  5. Buckling of Piles under Liquefied Soil Conditions
  6. Desiccation Induced Shrinkage of Compacted Lateritic Soil Treated with Blast Furnace Slag
  7. Materials properties of barricade bricks for mining applications
  8. Geotechnical Characterization of Compost Based Biocover Materials
  9. Time-Dependent Behaviour and Static Liquefaction Phenomenon of Sand
  10. A Modeling Approach for the Study of Contamination in a Fractured Aquifer
  11. Investigating the Effects of Local Contact Loss on the Earth Pressure Distribution on Rigid Pipes
  12. Acknowledgement of Reviewers
  13. Nonlinear analysis of multilayer extensible geosynthetic-reinforced granular bed on soft soil
  14. Horizontal Pullout Resistance for a Group of Two Vertical Plate Anchors in Clays
  15. Numerical Study of a Failure of a Reinforced Earth Retaining Wall
  16. Seismic Passive Earth Pressure on Walls with Bilinear Backface Using Pseudo-Dynamic Approach
  17. Uplift Capacity of Horizontal Strip Anchors in Cohesionless Soil
  18. Discussion on Principle of Super Position of Rate of Settlement in 2D and 3D Consolidations, Geotech Geol Eng. Doi 10.1007/s10706-015-9903-7 by Anjeshnu Trivedi and Ashutosh Trivedi
  19. Relationship Between Plastic Limit Values and Fine Fractions of Soils
  20. Development of a New Index to Assess the Rock Mass Drillability
  21. Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation
  22. Extended Finite Layer Method for Semi-space Ground Analysis
  23. Foundation Stability of a Levee
  24. Effect of Arching on Uplift Capacity of Single Piles
  25. Effect of Arching on Uplift Capacity of Single Piles
  26. Reliability Analysis of Quick Sand Condition
  27. Acknowledgement of Reviewers
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