Permeation grouting and its uses
Yatin Joshi
Passionate about Innovation | Sustainability | Construction Chemicals | Cement, Mortars, Concrete
The term ‘Permeation grouting’ is in widespread use, but it is often misused. Although it seems to describe a specific type of grouting, the term is not specific, as it refers to a wide array of procedures. It is a more correct term for what is commonly referred to as pressure grouting. Pressure grouting is a direct pressure injection of a fluid grout into the ground to fill the spaces between the particles. This method of grouting is one among the oldest form of soil grouting. First you drill a hole in the soil, as soil is densifies by injecting it. You can insert an injection pipe into the ground then pump any number of liquefied materials into the problematic area. This material permeates the space between the granular soils and thus locking them together. In some cases, certain depth zones of the layers are targeted. Please keep a note of the specific things like the diameter of the hole, type of injection pipe and other raw materials.
There are many different requirements that can be fulfilled permeation grout injection into soil. Obviously, the type of grout material and the procedures used for its injection will vary according to the requirements of the individual application. Both chemical solutions and ultra-fine cement grouts are usually used, as the grains are sometimes too large to penetrate the coarsest sand and grit. Many a times, use of ordinary cement to save the cost does not yield desired results as particle size of ordinary cement is too big to get penetrates in fine pores. All these options provide a project designer with a wide range of alternatives. Any effective grouting program requires a thorough evaluation of the options. The challenge is to find the best combination of methods and materials to achieve all technical objectives, while accommodating other factors such as existing ground properties, cost and accessibility.
Cementitious ultra fine grouts are designed for such application. Particle Size Distribution (PSD) is an important parameter for selection of right ultrafine cementitious grouts. Alccofine range provides not only various options of PSD but also of chemical composition to suit the strata. Some of the typical uses of permeation grouting include adding bearing capacity to soils to achieve higher loads, earth retention excavation along structure or pit, obstructing water movement through soil. It is also used for footing support, grouted tunnel support, pit excavation below waters and to limit ground movements during excavation and construction.
Director - Ground Surgeon at Raise and Relevel
8 年It's worth mentioning that there exists a huge industry in regions of sandy soils in which permeation is used to stabilise settling structures of a residential or small-commercial nature. https://www.mainmark.com/products/permeation-grouting/
Precast Technology
8 年i think the success of this permeation grouting mostly depends upon the grid formation so as the grout penetrates 100% and execution of the same and test the samples on regular frequency.
Owner at Struct-Mast Engineers
8 年Interesting article. I would like to share one of the method of permeation grouting adopted by us as the engineers and contractors to improve bearing capacity of the bouldery strata wherein under the leadership and guidance of the consulting engineer Mr. A. B. Karnik and geotechnical expert Mr. G. B. Chadhary, we had used Cement + bentonite grout. The large plate load test was developed, special grouting machine to mix grout and grout the subsoil was innovated for the grouting work and load test developed and modified used to measure the improvement in bearing capacity of underlying strata. This work was carried out somewhere in 1996 when finer cement substitutes to modify properties of grout (like alccofines) were not known. The plate used was 4.5M diameter duly stiffened with ISMB 600 and other structural members and load tests were conducted prior to grouting of substrates and after grouting the subsoil layer to depth upto 3M. The net result was the bearing capacity had improved from 15MT/SqM to 28 MT/SqM. Finding what “works” is a matter of discovering and giving voice to the stories that sow the seeds of positive change.
Director OST SLOPE PROTECTION ENGINEERING INDIA PRIVATE LIMITED.
8 年Indian case study: TLDP III & IV of NHPC Project at West Bengal. Diversion channel on Teesta river.
Dy. Director General at Geological Survey of India
8 年Can u cite some examples from India