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Information Journal Paper

Title

Investigating Performance of Soil Improvement Project using Preloading Method by Back-Analysis Results Based on Numerical Simulation and Instrumentation Data-A Case Study

Pages

  247-276

Abstract

 Construction of highways and high weight structures on compressible soft soils requires planning and sufficient knowledge of geotechnical conditions of the site. Before construction of the desired structure on this type of soils, it is unavoidable to improve and modify these soils to prevent large unpredictable settlements resulting in damages to the structure. “ Preloading” is a method widely used in soil improvement that dates back to 1930s and earlier. It is a simple and economic method of increasing the strength parameters of saturated fine-grained soft soils. Easy implementation, monitoring and measuring the settlement of ground using instrumentation and checking the behavior of...

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    APA: Copy

    Mehrshahi, Khosrow, & Alielahi, Hamid. (2017). Investigating Performance of Soil Improvement Project using Preloading Method by Back-Analysis Results Based on Numerical Simulation and Instrumentation Data-A Case Study. JOURNAL OF ENGINEERING GEOLOGY, 11(2 ), 247-276. SID. https://sid.ir/paper/186260/en

    Vancouver: Copy

    Mehrshahi Khosrow, Alielahi Hamid. Investigating Performance of Soil Improvement Project using Preloading Method by Back-Analysis Results Based on Numerical Simulation and Instrumentation Data-A Case Study. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;11(2 ):247-276. Available from: https://sid.ir/paper/186260/en

    IEEE: Copy

    Khosrow Mehrshahi, and Hamid Alielahi, “Investigating Performance of Soil Improvement Project using Preloading Method by Back-Analysis Results Based on Numerical Simulation and Instrumentation Data-A Case Study,” JOURNAL OF ENGINEERING GEOLOGY, vol. 11, no. 2 , pp. 247–276, 2017, [Online]. Available: https://sid.ir/paper/186260/en

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