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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/bf01352190

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1573-1529

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Horizontal Pullout Resistance for a Group of Two V

Authors: Jagdish Prasad Sahoo Jyant Kumar
Publish Date: 2012/07/17
Volume: 30, Issue: 5, Pages: 1279-1287
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Abstract

The horizontal pullout capacity of a group of two rigid strip plate anchors embedded along the same vertical plane in clays under undrained condition has been determined An increase of cohesion with depth has also been incorporated The analysis has been performed by using an upper bound finite element limit analysis in combination with linear optimization For different clear spacing S between the anchors the efficiency factor ηcγ has been determined to evaluate the group failure load for different values of 1 embedment ratio H/B 2 the normalized rate m which accounts for a linear increase of cohesion with depth and 3 normalized unit weight γH/co The magnitude of the group failure load 1 becomes maximum corresponding to a certain spacing Scr between the anchors and 2 increases with an increase in the γH/co up to a certain value before attaining a certain maximum magnitude The value of Scr/B has been found to vary generally between 07 and 12 The maximum magnitude of ηcγ associated with the critical spacing 1 increases generally with increases in H/B and 2 decreases with an increase in m For a greater spacing between the anchors the analysis reveals the development of a local shear zone around the lower anchor plate The numerical results developed are expected to be useful for purpose of design


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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. Numerical Study of a Failure of a Reinforced Earth Retaining Wall
  15. Seismic Passive Earth Pressure on Walls with Bilinear Backface Using Pseudo-Dynamic Approach
  16. Uplift Capacity of Horizontal Strip Anchors in Cohesionless Soil
  17. 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
  18. Relationship Between Plastic Limit Values and Fine Fractions of Soils
  19. Development of a New Index to Assess the Rock Mass Drillability
  20. Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation
  21. Extended Finite Layer Method for Semi-space Ground Analysis
  22. Foundation Stability of a Levee
  23. Effect of Arching on Uplift Capacity of Single Piles
  24. Effect of Arching on Uplift Capacity of Single Piles
  25. Undrained Shear Characteristics of Tropical Peat Reinforced with Cement Stabilized Soil Column
  26. Reliability Analysis of Quick Sand Condition
  27. Acknowledgement of Reviewers

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