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Geopile Engineering Sdn Bhd
Geopile Engineering Sdn Bhd 1398085-U

Retaining Wall Structure

Retaining Wall Structure
We are the micropile contractor that can use different types of micropule to perform, including driven micropile, compaction micropile, jet grout micropile, post grouted micropile, pressure grouted micropile, drilled end bearning micropile and hollow bar micropile. 
Ground anchors are used to secure retaining walls during excavation works to prevent the wall from moving.  Ground anchor is usually designed to prevent deformation of the ground or retained structure with the application of Self Drilling Anchor (SDA)/Hollow Bar Micropile.

CHARACTERISTICS AND APPLICATION OF MICROPILE
Pile foundation is consisted and connected with the pile and pile cap on the top of pile. As an ancient type of pile foundation, pile foundation technology has experienced thousands of years of development process. Both material and type of pile, pile driving machinery and construction method has a great development and formed a modern infrastructure system. With the development of pile foundation, micropile technology had been invented and developed by Murthy et al. 2002. The miniature pile diameter less than 300 mm in general, generally refers to pile slenderness ratio of more than 30 small diameter pile type. The kind of pile was put forward by the Italian f. lizzi in the 1950s by, and developed by Fondedile company first. Of late, technological advancement in machinery has made it possible for micropile of much greater diameters to be constructed.
In the past micropile was only used when the ground conditions warranted it because of considerations on cost and speed by Juran et al. 1999. Micropile is slow because of the drilling and flushing process, it might takes minutes or hours to complete. But the trend is such, micropile is now gaining greater popularity and getting wider acceptance because of the requirement to comply with no noise and low vibration regulations, expecially in congested environments. These micropiles can extend to depths of 200 feet and can take loads as small as 3 tons or as high as 200 tons.
Generally, micropiles are applicable when there are problems with using conventional deep foundation systems by. These problem conditions include: obstructions, adjacent structures, limited access job sites, and other shaky areas like caves, sinkholes, underground rivers. For example, micropiles are commonly the preferred foundation choice in the challenging areas that feature nearby buildings and difficult access.
Micropiles are an ideal pile for complex sites where low vibration or low noise levels are required, or where limited access such as low headroom and drilling is difficult.
Other site conditions that make micropiles attractive are: obstructions, large cobbles or boulders, nearby sensitive structures, karst topography or high groundwater conditions. The unique characteristics of micropiles make them a perfect solution when other deep foundation methods are not suitable.
The advantages of micropiles are shown as follows:
(1) Creates a pile with a relatively high axial load capacity
(2) Works in compression and tension
(3) Lightweight rotary percussive equipment can be used
(4) Easily installed within confined spaces
(5) No harmful vibrations or noise to surrounding structures
(6) Minimal spoil generation on contaminated sites
Based on those advantages, the applications of micropile are extesive, such as:
(1) Structural Support of Directly Loaded Piles
(2) New Foundatiions
(3) Underpinning of Existing Structures
(4) Seismic Retrofitting
(5) Reinforcement for Slope Stabilization and Settlement Reduction
(6) Support of Excavation - Soldier Piles
(7) Permanent Retaining Walls




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Geopile Engineering Sdn Bhd (1398085-U)
Suite 2-7-5, No. 2, 7th Floor, Wisma Manjalara, Jalan 7A/62A, Bandar Manjalara, 52200 Kuala Lumpur, Malaysia.

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Website: https://www.geopile.com.my
Website: https://geopile.newpages.com.my/
Website: https://geopile.n.my/

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