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SMW Soil Mixing Wall – System

SMW Soil Mixing Wall – System
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SMW Soil Mixing Wall – System

Product catalog summary
Introduction to SMW-System
The Soil Mixing Wall (SMW) system involves mixing self-hardening slurry in-situ with native soil. It is a cost-effective method for constructing walls for groundwater control, excavation support, and ground improvement. The method is suitable for shallow depths (6 to 15 meters) and uses three overlapping augers and mixing paddles to ensure a homogeneous soil-cement mixture.

Main Advantages
  • Utilizes small to medium-sized rigs.
  • Uses in-situ soil as construction material.
  • Generates minimal spoil, beneficial in contaminated areas.
  • Induces no vibrations, allowing use near buildings.

Construction Sequence
  1. Excavate a guide trench and align the mixing tool.
  2. Drill the mixing tool into the ground while injecting slurry.
  3. Withdraw the tool after reaching the design depth, maintaining slurry injection.
  4. Install wall panels in alternating primary and secondary sequences.
  5. Insert reinforcing elements as needed.

Productivity Factors
  • Favorable conditions include uniform soil structure and long, straight wall sections.
  • Unfavorable conditions include layered soil structure and irregular wall layouts.
  • Recommended production rates are 20-24 m² per hour under favorable conditions and 12-15 m² per hour under unfavorable conditions.

Slurry Components and Mix Design
  • Typical components include cement, bentonite, and optional additives.
  • Mix design depends on application and soil properties, requiring suitability tests before construction.

SMW-Mixing Units
  • Available in two dimensions: SMW 370 and SMW 550, with wall thicknesses of 370 mm or 550 mm.
  • Technical data includes rotary drive speeds and torque specifications.

Base Carrier Specifications
  • Different models (BG-series and RG-series) offer varying panel depths, installed power, and operating weights.

Additional Equipment
  • Includes slurry mixing stations, delivery pumps, agitator tanks, and service cranes.

Quality Control
  • Involves suitability tests, geometric checks, and slurry tests.
  • Production parameters are monitored and recorded for quality assurance.

Site Examples
  • Projects include cut-off walls in Germany and retaining walls in Australia.
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Catalog excerpts

SMW Soil Mixing Wall – System-1

SMW Soil Mixing Wall – System 03/2012

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SMW Soil Mixing Wall – System-2

The SMW-System Mixing self-hardening slurry in-situ with native soil (SMW) is a cost-effective technique for the construction of walls for groundwater control (cut-off walls), walls for excavation support (retaining walls) as well as for ground improvement. For walls with shallow depths (typically 6 to 15 m) the Bauer Soil Mixing Wall Method (SMW) has been developed. The soil is loosened and immediately mixed with a self-hardening suspension by three adjacent slightly overlapping augers and mixing paddles. By loosening, conveying and mixing of the soil, minimum friction between rods and mixed...

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SMW Soil Mixing Wall – System-3

Construction sequence Excavation of a guide trench for collecting surplus slurry (trench width corresponding to diameter of mixing tool, depth approx. 50 cm) and align mixing tool with centreline of wall. Drill mixing tool into the ground in a continuous operation and concurrently inject self-hardening slurry. The two outer mixing paddles are rotated in opposite direction. The rate of penetration of the mixing tool and the volume of slurry delivered by the pump are controlled in such a way that no surplus slurry appears on the surface. After reaching the predetermined design depth, the mixing...

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SMW Soil Mixing Wall – System-4

Productivity factors favourable conditions Unfavourable conditions Soil structure uniform soil structure layered soil structure Soil type loose to medium dense gravelly sand, silty sand dense to very dense soil, cobbles and boulders embedded in soil, stiff or hard soil, cohesive or organic soil (reduction of the final strength) Site geometry long, straight wall sections irregular wall layout Wall depth wall depth < 5 m (influence of non-productive periods such as moving, setting-up) The SMW process is a technique with wide-ranging applications. In order to avoid economical and technical problems...

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SMW Soil Mixing Wall – System-5

Slurry Components The slurry mix used in the construction of SMW panels consists normally of:  Cement OPC or blast furnace cement CEM III/B 32,5 (typical)  Bentonite Standard bentonite  Additives (plasticizer, retarder or polymer additions) optional  Admixtures (fly ash) optional Mix proportions and consumption values The mix design is governed by various factors: Application:   Cut-off wall (permeability, strength, plasticity, erosion stability) Retaining wall (strength, permeability, plasticity of fresh mix - as precondition for the installation of reinforcement) Soil properties: Particle...

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SMW Soil Mixing Wall – System-6

SMW-Mixing units The SMW mixing units are available in two dimensions: (SMW 370 and SMW 550). Wall thickness of 370 mm or 550 mm can be reached. Technical data: Rotary drives: Technical data: Rotary drives: Type Manufacturer Type Manufacturer 2 Rotary drives (outer) Speed (max.) Torque (max.) 2 Rotary drives (outer) Speed (max.) Torque (max.) 1 Rotary drive (central) Speed (max.) 64 rpm Torque (max.) 19 kNm 1 Rotary drive (central) Speed (max.) 68 rpm Torque (max.) 14 kNm © BAUER Maschinen GmbH, 2012

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SMW Soil Mixing Wall – System-7

In the SMW method the soil is loosened and mixed with self hardening slurry with three slightly overlapping augers and mixing paddles. A SMW-mixing unit consists of four sections: Section 4: The rods end with a simple tube extension. This ensures the required depth of the panel, without the building up of friction. The mixing area is located right above the augers (Section 2). Counter-rotating and overlapping of the paddles ensures a homogeneous mixing over the whole panel area. Section 2: Short augers above the central pilots are moving the loosened soil and the slurry upwards, to ease the loosening...

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SMW Soil Mixing Wall – System-8

Base carrier (BG-series) 25415 Installed power Crowd pull Overall height SMW-unit (recommended) Panel depth (approx.) Operating weight (approx.) © BAUER Maschinen GmbH, 2012

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SMW Soil Mixing Wall – System-9

Base carrier (RG-series) 27400 Panel depth (approx.) Installed power Crowd pull Overall height Operating weight (approx.) Panel depth (approx.) Installed power Crowd pull Overall height Operating weight (approx.) SMW-unit (recommended) SMW-unit (recommended) © BAUER Maschinen GmbH,

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SMW Soil Mixing Wall – System-10

Additional equipment kW (ca.) Slurry mixing station minimum capacity 20 m³/h (e.g. batch mixer MAT SCC 20 or bigger) Delivery pump frequency controlled slurry pump with remote control, capacity depends on volume of panel and speed of mixing.(typically: 200 - 400 l/min, 12 – 15 bar, for instance EP 12-400 or EP 12-600) Agitator tank approx.3 - 5 m³ (as buffer for cement slurry) for cement and bentonite with screw conveyors Hydraulic backhoe for excavation of guide trench, maintenance of working platform, handling of backflow for conveying cement or bentonite slurry from the agitator to the rig....

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SMW Soil Mixing Wall – System-11

Quality control Pumpen quantity Pumpmengen vs. Depth über die Tiefe Prior to construction: Suitability test to determine mix design. Material testing in accordance with QA plan. General Allgemeine Data Daten During construction: Geometric checks of individual panel positions Equipment Geräte Data daten Slurry tests in accordance with QA plan Control of production parameters displayed on the monitor of the rig operator:  Depth  Volume  Slurry pressure  Pumped volume v. time  Pumped volume v. depth  Inclination  Speed of mixing tool Inclinometer readings Neigungsmessung der On outer drill...

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SMW Soil Mixing Wall – System-12

Site examples Retaining wall with RG, Sydney, Australia Cut-off wall with BG, Oberhausen, Germany Excavated SMW retaining wall, Sydney, Australia Exposed test shaft, Sydney, Australia BAUER Maschinen GmbH BAUER-Straße 1 D-86529 Schrobenhausen Tel. +49 (0)8252/97-0 Fax +49 (0)8252/97-1135 e-mail: [email protected] www.bauer.de Design developments and process improvements may require the specification and materials to be updated and changed without prior notice or liability. Illustrations may include optional equipment and not show all possible configurations. These and the technical data are provided...

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*Prices are pre-tax. They exclude delivery charges and customs duties and do not include additional charges for installation or activation options. Prices are indicative only and may vary by country, with changes to the cost of raw materials and exchange rates.