Essays about: "kalkcementpelare"

Found 3 essays containing the word kalkcementpelare.

  1. 1. Settlement calculation for lime/cement column improved clay : Analytical and numerical analyses related to a case study

    University essay from KTH/Jord- och bergmekanik

    Author : Hulumtaye Kefyalew Yederulh; [2018]
    Keywords : LCC; deep mixing; consolidation settlement; rate of consolidation; numerical analysis; analytical analysis; field measurement.; KC-pelare; djupstabilisering; konsolideringssättningar; konsolideringsgrad; numerisk analys; analytisk analys; fältmätningar;

    Abstract : The dry deep mixing method is widely used to improve a soft clay soil to increase the shear strength as well as to reduce the time for consolidation. It is a mechanical mixing process that makes parts of the soil stiffer than its original strength. It is mainly applicable to soft clay or peat soil. READ MORE

  2. 2. The choice of soil improvement at railroad constructions

    University essay from Linköpings universitet/Kommunikations- och transportsystemLinköpings universitet/Tekniska högskolan; Linköpings universitet/Kommunikations- och transportsystemLinköpings universitet/Tekniska högskolan

    Author : Emil Johansson; Viktor Johansson; [2017]
    Keywords : bankpålning; jordförstärkning; jordförstärkningsmetod; kalkcementpelare;

    Abstract : Vid byggnation av järnväg måste man som projektör ta hänsyn till om marken behöver förstärkas eller ej. Detta gör att man står inför viktiga avväganden vid valet av jordförstärkningsmetod. READ MORE

  3. 3. Short-term deformations in clay under a formwork during the construction of a bridge : A design study

    University essay from KTH/Jord- och bergmekanik

    Author : Alexander Berglin; [2017]
    Keywords : Plaxis; Short-term deformations; Elasticity modulus; Correlations; Small-strain stiffness; Korttidssättningar; Elasticitetsmodulen; Korrelationer;

    Abstract : During the casting of a concrete bridge deck, the temporary formwork is causing the underlying ground to deform if a shallow foundation solution is used. There are often demands on the maximum deformation of the superstructure when designing the foundation for the formwork. READ MORE