Foundation Inspection Cost Grand Prairie TX

Grand Prairie House Leveling Services Foundation Repair Proudly Servicing Dallas County

Grand Prairie House Leveling Services Foundation Repair is your number one foundation repair Directory and foundation repair contractor network in the Grand Prairie area. Experts efficiently handle all types of foundation issues so that you can return to normal life activities as quickly as possible. No foundations are out of our reach. Advanced technology is used creating solutions to solve every unwanted foundation problem you may have.

Grand Prairie House Leveling Services Foundation Repair

will develop a customized service plan to contain and control foundations in your home. Below lists some services and areas of expertise:

  • Concrete Lifting and Leveling
  • Settlement Sinking
  • Sagging Crawl Space
  • Floor Cracks
  • Uneven Floors
  • Sticking Windows and Doors
  • Tilting Chimneys
  • Foundation Pier Systems
  • Helical Deck Piers
  • Crawl Space Support Posts

Grand Prairie House Leveling Services’s foundation service network helps you find professionals located in Grand Prairie, TX. It has been family owned and operated for years where it has grown into a diverse selection of Foundation Repair experts. Pros will provide complete foundation repair service no matter how complex.


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Grand Prairie Foundation Repair

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Foundation Repair
Phone: 1-817-222-9253
6289 Devon Court, Grand Prairie, TX 75050

Available services for Foundation Repair in Grand Prairie TX

Grand Prairie House Leveling Services’s Foundation Repair Service specializes is a providing all foundation care needs. You will be treated like family, so you can take pride in striving to get the best service imaginable at a fair price.

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Soil nailing

Soil nailing is a construction remedial measure to treat unstable natural soil slopes or as a construction technique that allows the safe over-steepening of new or existing soil slopes. The technique involves the insertion of relatively slender reinforcing elements into the slope – often general purpose reinforcing bars (rebar) although proprietary solid or hollow-system bars are also available. Solid bars are usually installed into pre-drilled holes and then grouted into place using a separate grout line, whereas hollow bars may be drilled and grouted simultaneously by the use of a sacrificial drill bit and by pumping grout down the hollow bar as drilling progresses. Kinetic methods of firing relatively short bars into soil slopes have also been developed. Bars installed using drilling techniques are usually fully grouted and installed at a slight downward inclination with bars installed at regularly spaced points across the slope face. A rigid facing (often pneumatically applied concrete, otherwise known as shotcrete) or isolated soil nail head plates may be used at the surface.[1] Alternatively a flexible reinforcing mesh may be held against the soil face beneath the head plates. Rabbit proof wire mesh and environmental erosion control fabrics and may be used in conjunction with flexible mesh facing where environmental conditions dictate.

Since its first application using modern techniques in Versailles in 1972,[2] soil nailing is now a well-established technique around the world. One of the first national guideline publications for soil nailing was produced in Japan in 1987.[citation needed] The U.S. Federal Highway Administration issued guideline publications in 1996[3] and 2003.[4]

Four main points to be considered in determining if soil nailing would be an effective retention technique are as follows. First, the existing ground conditions should be examined. Next, the advantages and disadvantages for a soil nail wall should be assessed for the particular application being considered. Then other systems should be considered for the particular application. Finally, cost of the soil nail wall should be considered.[4]:13-14 Soil nail walls can be used for a variety of soil types and conditions. The most favorable conditions for soil nailing are as follows: The soil should be able to stand unsupported one to two meters high for a minimum of two days when cut vertical or nearly vertical. Also all soil nails within a cross section should be located above the groundwater table. If the soil nails are not located above the groundwater table, the groundwater should not negatively affect the face of the excavation, the bond between the ground and the soil nail itself.[4]:14-15 Based upon these favorable conditions for soil nailing stiff to hard fine-grained soils which include stiff to hard clays, clayey silts, silty clays, sandy clays, and sandy silts are preferred soils. Sand and gravels which are dense to very dense soils with some apparent cohesion also work well for soil nailing. Weathered rock is also acceptable as long as the rock is weathered evenly throughout (meaning no weakness planes). Finally, glacial soils work well for soil nailing.[4]

A list of unfavorable or difficult soil conditions for soil nailing can include dry, poorly graded cohesion-less soils, soils with a high groundwater table, soils with cobbles and boulders, soft to very soft fine-grained soils, highly corrosive soils, weathered rock with unfavorable weakness planes, and loess.[4]:15-16 Other difficult conditions include prolonged exposure to freezing temperatures, a climate that has a repeated freeze-and-thaw cycle, and granular soils that are very loose.[4]:16

Soil nailing evolved from the New Austrian tunnelling method, which is a system for underground excavations in rock. This method consists of passive steel reinforcement in the rock followed by the application of reinforced shotcrete. This concept of combining passive steel reinforcement and shotcrete has also been applied to the stabilization of rock slopes since the early 1960s.[4]:23

The first application of soil nailing was implemented in 1972 for a railroad widening project near Versailles, France. Soil nails were used to stabilize an 18 metres (59 ft) high slope consisting of sandy soil. This method proved to be more cost-effective, while at the same time cut down the construction time when compared to other conventional support methods.[4]:23 Germany was the next country to investigate soil nailing. From 1975 to 1981 the University of Karlsruhe and the construction company Bauer collaborated to establish a research program. This program conducted full scale testing of experimental walls with different configurations and developed analysis procedures for use in design.[4]:23 The United States first used soil nailing in 1976 for the support of a 13.7 metres (45 ft) deep foundation excavation in dense silty sands. Soil nailing was implemented in the expansion of The Good Samaritan Hospital in Portland, Oregon. This retaining system was produced in approximately half the time at about 85% of the cost of conventional retaining systems.[4]:24

After a preliminary analysis of the site, initial designs of the soil nail wall can be begin. This begins with a selection of limit states and design approaches. The two most common limit states used in soil nail wall design is strength limit and service limit states.[3]:77 The strength limit state is the limit state that addresses potential failure mechanisms or collapse states of the soil nail wall system.[3]:77 The service limit state is the limit state that addresses loss of service function resulting from excessive wall deformation and is defined by restrictions in stress, deformation and facing crack width under regular service conditions.[3]:77 The two most common design approaches for soil nail walls are limit state design and service load design.[3]:77

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