retaining walls

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Terraced Walls Tackle Unruly Hillside

Tuesday, November 9th, 2010

Terraced Walls can Tackle and Unruly Hillside – Building a new home can be exciting and often challenging. This hillside lot was indeed a challenge for the homeowners building in a new development. They needed to reshape the slope in front of their home and gain more usable land for a driveway leading to the front entrance. Read all about it:

Ashlar Blend Retaining Wall

Terraced Ashlar Blend Retaining Wall

Did you know Allan Block has an Inspector Training Certification Program?

Thursday, August 26th, 2010

The Wall Inspector Certification Program is designed to give building officials and inspectors the proper training and tools to ensure top quality retaining walls are built. As a leader in the industry, Allan Block Corporation has developed these tools and training programs to help building inspectors get the knowledge and the resources they need to inspect Allan Block projects.

With the help of our vast network of trained Allan Block representatives, building officials now have the opportunity to take advantage of our installation training, technical support, and the many tools we have available to help them properly inspect and verify installation of the Allan Block products. Learn more…

Special Retaining Wall Conditions

Thursday, July 30th, 2009

I just wrapped up helping an engineer with his design and thought to myself “this is a great wall to blog about.”  The wall was nothing spectacular, in fact, it was quite ordinary.  All too often we get excited about those monster walls and forget that most of the walls built are less than 10 ft (3 m) tall.  What made this wall interesting was the slope below the wall, a parking lot above the wall, and a very tight jobsite.  For a detailed look at some of the conditions you need to watch for, see the Conditions page on the Allan Block website.

The first thing we addressed was the slope below the wall.  A general rule of thumb is to bury additional block when there is a slope below the wall so you have a minimum level area, or bench, of 5 ft (1.5 m) extending from the toe of the wall horizontally to daylight. 

In relation to this slope below the wall, we discussed the potential for a global stability problem.  A global stability failure can be defined as the entire hillside slipping and sliding to the bottom of the slope which would obviously take the Allan Block wall with it.  Global stability can also be a concern when building terraced walls, working in poor soil conditions, or building near water.

 

Wall Setback

Wall Setback

Next, we discussed the location of the wall on the jobsite.  The wall’s setback was a critical factor in determining what type of block would be used.  Segmental walls have a setback, or batter, and as you can see in this picture, as the wall height increases the wall setback from vertical also increases.  We determined that the AB Stones, with an approximate 12-degree setback, would not fit in the proposed location.  Because of this, the engineer chose to use the AB Classic block with a rough setback of 6-degrees.

Finally we discussed the surcharge from the parking lot.  A surcharge can range from a sidewalk for a walking path, to a major freeway carrying thousands of vehicles per day.  The wall design will be influenced by the expected load of this surcharge and its location in respect to the wall.  When the engineer designed the wall in AB Walls 2007, he was sure to include the load from the commercial parking lot on the retaining wall.

Once the local engineer had the wall designed, he used the new “Send Info” button in AB Walls 2007 to send a preliminary material estimate to his local AB Sales Representative.  In no time, the sales rep contacted the engineer with a couple AB Certified Contractors that were interested in bidding the job.

As I mentioned, this was by no means a monster wall, but it did demonstrate a few of the conditions that need to be considered when designing your retaining wall.  For additional information, please visit allanblock.com or your local engineering professional.

Tom

Where is the Water Going?

Thursday, April 30th, 2009

Improper water management is a leading cause of wall failures. To help mitigate this potential problem, proper water management is critical throughout the life of your retaining wall. In February, Danelle touched upon the planning that must be done in order to direct water away from your retaining wall using swales, berms, and other grading.

Water Management

Water Management

In addition to Danelle’s suggestions, the secondary line of defense is the minimum 1 ft (0.3 m) of clean stone behind the wall. This drainage column allows incidental water to migrate downward to the base of the wall. Once the water makes it to the base of the wall, it enters the drain pipe. The water is then expelled to daylight through a vent. As noted on the Water Management page of the Allan Block website, the details require a toe drain for walls over 4 feet (1.2 m) tall.

Once the wall is built correctly with proper drainage, the owner must assume responsibility for the water management for the life of the structure. If future site improvements involve grading the site differently, keep in mind how water may flow and ensure that it does not flow directly toward the wall. If new gutters are put on the house, or a new sprinkler system is installed, avoid having this water pool near the top of the wall. Taking care to avoid water management issues will prolong the life of the retaining wall and keep it maintenance free.

Tom

What’s going on behind the wall?

Thursday, April 23rd, 2009

Last time I discussed what geogrid reinforcement is and how it benefits your retaining wall, but what is really going on behind that Allan Block façade? For an overview of internal stability with pictures, take a look at the Reinforced Soil Walls Analysis page on the Allan Block website.

We recommend 2-course spacing when constructing your retaining wall. This helps to tie the reinforced soil mass together one cohesive mass to retain the soil behind. Typically, this 2-couse spacing will allow a lighter weight grid to be used because the forces are shared among more layers of grid. The closer the grid is placed together, the less each layer of grid needs to work to keep the wall standing tall.

When designing a wall using geogrid, there are three main factors that need to be reviewed:

  1. Grid Overstress: The grid will actually tear or rupture from the forces. This is corrected by adding more grid to the wall (single course spacing) or using stronger grid
  2. Pullout of Block: The grid pulling out of the block. With an Allan Block retaining wall, pullout of block is rare if built correctly due to the “rock-lock” connection which has extremely high connection strength.
  3. Pullout of Soil: The geogrid is being pulled from the soil due to the forced pushing on the wall. This can be corrected by using longer pieces of grid or placing the grid closer together.

Using geogrid reinforcement in your retaining wall design is a way to build taller walls that can support tremendous loads. When designing, keep in mind the wall’s internal stability by considering all of the forces acting on the individual layers of grid.

Tom