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Deep Soil Mixing and its application

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Hydraulic cut-off wall (Japan, US) Excavation support wall (Japan, china, US) ... Analysis and Design of DSM wall. Assuming proper repeatable section and end condition ... – PowerPoint PPT presentation

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Title: Deep Soil Mixing and its application


1
Deep Soil Mixing and its application
  • Presenter Prashant Shirodkar
  • Class Instructor Dr. Beena Sukumaran
  • Subject Earth Retaining Structure

2
Outline
  • Retaining structure
  • Application of DSM
  • Design of DSM
  • Construction of DSM
  • Case Studies
  • Summary

3
Retaining structure in soft soil
  • Sheet piling
  • Water Seepage
  • Diaphragm wall
  • Thick cast in place
  • R/C wall
  • Deep Soil Mixing
  • Mechanical mixing
  • with insitu soil

4
Application of DSM wall
  • Hydraulic cut-off wall (Japan, US)
  • Excavation support wall (Japan, china, US)
  • Ground treatment (Japan, china, US)
  • Liquefaction mitigation (Japan, US)
  • Environmental remediation (US, UK)

5
Design of DSM wall
  • Site Investigation
  • Ground Settlement Sensitivity
  • Vibration sensitivity
  • High Ground Water Table
  • Soft Soil
  • Type selection
  • Wall, Grid, block
  • Performance Criteria selection
  • Depend upon Type of soil and structure

6
Design of DSM wall
  • Seepage analysis
  • Chart or computer analysis
  • (2D or 3D)
  • External Stability Analysis
  • Method of Slice etc.
  • Analysis and Design of DSM wall
  • Assuming proper repeatable section and end
    condition

Ordinary Method of Slice (Anderson and Richard,
1997)
7
Design of DSM wall
  • Vertical bearing capacity
  • Summing forces acting on soil
  • Deflection and deformation

8
Design of DSM wall
9
Construction of DSM wall
Double Auger
Cutter post
Mixing of soil with Cementatious material
10
Case Study 1
  • Stabilized the WT
  • Lateral movement was within limit (lt25 mm)

912 m of depress roadway At Lake Parkway Freeway
Section of wall
11
Case Study 2
  • Site contaminated with
  • metal and organic
  • compound
  • Different combination
  • of grout (7)
  • Performance
  • Unconfined compressive strength (Increased)
  • Permeability (constant)
  • TCLP Leachate pH (Decreased)

12
Case Study 3
  • Performance
  • Lateral Displacement
  • Shear Strain

Section of wall
Plan view of the site
13
Case Study 4
  • Uniform Deflection of wall
  • 8 and 16 mm settlement of adjacent
    structure
  • Maximum stress was within limit

14
Summary
  • DSM could be successfully use in geoenvironmental
    application.
  • DSM could be used successfully for various site
    condition by modifying its geometry.

15
Questions??
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