Read Microsoft Word - Jet Grouting Rev 1.doc text version

Jet Grouting

Technical Data

Application Structural Ground improvement Basement slabs Excavation support Underpinning Tunnelling Groundwater control Dam cutoffs Contaminated ground Advantages · Vibration free · Applicable to a wide range of ground conditions · Slabs and supporting struts can be formed below the water table and before bulk excavation · Single process allows programme advantages compared to other techniques · Predictability of in-situ strength and permeability

Jet grouting is a versatile and effective technique which can be used across a wide range of ground conditions. It involves the insitu mixing of soils with cement grout to form a predetermined strength / permeability matrix. The inclusions formed by this process may be used for structural support, or for the control of groundwater. Process Cementation developed Jet Grouting in the 1960's for ground water control applications in the Middle East and Africa. The process involves the insertion of a special drilling tool to the required depth using a rotary drilling technique, followed by carefully controlled grout injection whilst rotating and withdrawing. The column is formed by the action of the high pressure grout eroding the in-situ ground perpendicular to the angle of insertion to a predetermined radius around the tool. The eroded material is mixed with the grout to form a soil-grout matrix. The strength and permeability of the columns can be controlled by the water / cement ratio and the addition of admixtures to the grout. The diameter of the columns is controlled by the rotation and lift speed of the drill tool. Jet grouting systems are traditionally divided into three categories, depending on the number of injection nozzles and the medium used to erode the soil: Single system - Grout is pumped down through the drilling rods and exits horizontal nozzles in the tool at high velocity. This causes erosion of

the ground and the placement and mixing of grout in the soil. This method produces the most homogeneous soil-cement element with the highest strength and the least amount of grout-spoil return, but can cause heave problems in certain ground conditions. Double system - A two-phase internal system is employed for the separate supply of grout and air down to different, concentric nozzles. Grout is used for eroding and mixing with the soil. The air shrouds the grout jet and increases erosion efficiency. The double system is more effective in cohesive soils than the single system. However, the presence of the air reduces the strength of the column as compared to the single system, and the air produces greater spoil returns. Triple system - Grout, air and water are pumped through three different lines to the tool. High velocity coaxial air and water form the erosion medium. Grout emerges at a lower velocity from separate nozzles below the erosion jet. This somewhat separates the erosion process from the grouting process and yields a higher quality inclusion. The triple system is the most effective system for cohesive soils, and because the grout replaces a substantial portion of the eroded soil, it is less likely to cause heaving of the ground. Applications Groundwater control - Often used for the control of groundwater around dams or areas of contaminated ground, the jet grouted columns are overlapped to form a continuous barrier of known thickness. Ground permeabilites can be reduced to the order of 10-9 m/s.

08/07/08 Rev 1

Jet Grouting

Further information

Cementation Skanska Maple Cross House Denham Way Maple Cross Rickmansworth Hertfordshire WD3 9SW United Kingdom Tel: +44 (0)1923 423100 Fax: +44 (0)1923 423681

[email protected] www.skanska.co.uk

Ground improvement - Columns are installed on a regular grid to improved the global stiffness and bearing capacity of the soil mass. Underpinning - The technique is extensively used for the improvement of existing shallow foundations. It is possible to drill through existing footings, forming a new jet grouted column underneath. The small size of the plant required means that it is ideally suited to congested city centre locations.

Tunnelling - Break out zones for tunnelling machines may be formed using overlapping columns adjacent to launching chambers. This locally stabilises the ground, enabling the tunnelling machine to complete the initial ring construction in conditions of controlled water ingress and ground movement. The technique is also used to stabilise tunnel crowns during open face tunnelling methods. Plant Cementation Foundations Skanska's plant depot and workshops are centrally located in the UK and provide first class support to sites and projects worldwide. Bentley Works is the traditional home of the Company and has grown into the premier plant depot within the industry. It houses and maintains the largest fleet of specialist plant in the UK. From the development of the Cementation pump during the early 1920's to the latest computerised grouting units, Bentley Works ensures that contracts are carried out with the best plant available.

Offices Head Office +44 (0)1923 423100 North +44 (0)1302 821100 South West, Midlands & Wales +44 (0)1454 453200 Scotland +44 (0)1698 735899 Northern Ireland +44 (0)28 9024 2746 Republic of Ireland +353 (0)1296 0790

Excavation support - Jet grouting can be used to construct basement slabs and supporting struts for deep excavations. Overlapping columns can be formed below the water table and before bulk excavation minimising access constraints.

A typical slab arrangement

Primary Secondary

1

2

3

4

5

08/07/08 Rev 1

Information

Microsoft Word - Jet Grouting Rev 1.doc

2 pages

Report File (DMCA)

Our content is added by our users. We aim to remove reported files within 1 working day. Please use this link to notify us:

Report this file as copyright or inappropriate

122134


You might also be interested in

BETA
G32 - Jet Grout Bro 7-04.qxp
Specifications for Jet Grouting
Microsoft Word - finalpaper_1133240703_1770.doc
Special Specification for Deep Soil Mixing
Geotechnical Design Manual