|The most common occurrence of pool cracking in Southern California seems to happen when pools are built on hillside lots. Following this link to an excellent article written by Ron Lacher, P.E. of Pool Engineering, explaining how hillside soil movement can contribute to structural failure and cracking.
When foundational soils that surround and support a pool shell recede, contract or expand, it creates stress on the pool structure. This often results in a crack and broken pool shells/structures.
Below are some other reasons for structural failures:
Any of these scenarios or any combination of the latter can lead to structural failure and pool shell cracking. Most of these situations are practically undetectable after a pool is built and filled with water. Subsequently, forensic analysis is often necessary to accurately prescribe the best repair method, or if repair is even a possibility. Draining the pool and taking core samples, along with a site evaluation from a qualified engineer, would be strongly encouraged so that the pool owner can be properly educated about their options of repair. Even after knowing all of this, it’s often impossible to fully know what’s in or under the pool that is possibly contributing to failure.
Pools experience serious structural distress most frequently when they are located near descending slopes. The natural occurrence of “slope creep” causes the majority of these failures. Hillside areas are a popular location for swimming pools and that, combined with the frequency of hillside pools experiencing distress, makes slope creep the single most common cause of structural distress resulting in costly repair and mitigation.
The typical pool structure is a thin-walled concrete shell designed to resist the pressure of the surrounding soil, much like a retaining wall. A properly-designed retaining wall must be built upon a foundation or footing that is supported by firm soil. In the case of a swimming pool, the floor of the pool serves as the foundation or footing.
But a pool varies from a retaining wall in that it often holds 200,000 pounds or more of water in addition to the pressure from surrounding soil. If the soil under a portion of the pool doesn’t support the pool, that area of the pool will settle. When a portion of the pool settles while the remainder of the pool is properly supported and does not settle, it is called differential settlement-which frequently results in cracking of the pool.
A number of soil and geotechnical issues will result in differential settlement. By far, the greatest percentage of differential settlement-related structural distress is caused by slope creep, which can occur when pools are located near descending slopes.
When clay soil becomes wet, it tends to swell like a sponge-this is called “expansive soil.” And when expansive soil absorbs moisture and swells, it moves. On level ground, it heaves or moves upward. If the ground is sloped, expansive soil moves upward and sideways. When expansive soil dries, it shrinks back almost to its original size. When descending slopes containing expansive soil experience repeated cycles of wetting and drying over time, that the force of gravity results in an ongoing movement or creep of soil down the face of the slope. Creep is slow, nearly continuous, and has a progressive effect that can reach a downhill rate of 1/4 inch per year.
Soil moisture content tends to become more uniform with increasing depth; that is, without wetting and drying cycles. The weight of overlying soil also tends to reduce the amount of volume change that can occur. Therefore, the deeper the soil, the less problematic the soil tends to be from expansive soil and slope creep. Most Soil engineers believe that slope creep affects the upper and outer five to eight feet of soil on a slope. The typical manufactured slope today is graded at one foot vertical to two feet horizontal. This means that slope creep can affect structures and other improvements 10 to 16 feet or more from the top of a descending slope.
Slope creep can be particularly brutal to swimming pools and associated improvements. If the soil under a portion of the pool doesn’t support the pool, that area of the pool will settle and crack. If a pool is located in an area containing expansive soil and within the zone subject to slope creep, the portion of the pool within the creep zone will lose support and settle, rotate, and crack as a result of slope creep. Once the cracking begins, water leaking from the pool typically exacerbates the problem.
Resisting the Effects of Slope Creep
The International Building Code requires that swimming pools constructed on or near descending slopes be built differently than pools built in level yards. These building code provisions, in Section 1805.3, have two very specific but differing requirements for pools built near descending slopes. Both of these requirements must be met.
The first is 1805.3.3 Pools. That portion of the pool wall within a horizontal distance of seven feet from the top of the slope shall be capable of supporting the water in the pool without soil support.
A common term used in the pool industry, “freestanding wall,” is synonymous with the code language “capable of supporting the water in the pool without soil support.”
Although 7 ft. is the code-required distance from the top of the slope where freestanding walls are required, it is highly recommended that a greater distance such as 10 ft. or more be utilized in practice.
The second is 1805.3.2 – footing setback from descending slope surface. Footings on or adjacent to slope surfaces shall be founded in firm material with an embedment and setback from the slope surface sufficient to provide vertical and lateral support for the footing without detrimental settlement. The foundation of the pool (the bottom) must be set back from the face of the slope a distance equal to the total height of the slope divided by six. The International Building Code does not specify a minimum foundation setback. However, experience has proven that a minimum of 15 ft. or greater is recommended.
Don’t overlook the requirement that the footing (pool bottom) must be founded in firm material sufficient to provide vertical and lateral support. How can you be assured that this is the case? We recommend that pool contractors building pools on or near a descending slope obtain the services of a geotechnical engineer to address the all-important geotechnical issues. This becomes even more critical when the proposed pool site is in an area where the original site grading was not supervised and certified by a professional geotechnical consultant.
Increasing the Foundation Setback
If a swimming pool is proposed near a descending slope, the risk of building in that location can be reduced by increasing the foundation setback. The foundation setback can be increased either by deepening the pool or by the construction of a footing or key under the outermost wall of the pool near the descending slope. If the descending slope is graded at two feet horizontal to one foot vertical, each added foot of pool depth or footing depth will add two feet to the foundation setback. If the descending slope is graded at 1.5 feet horizontal to one foot vertical, each added foot of pool depth or footing depth will add 1.5 feet to the foundation setback.
Repeated cycles of wetting and drying will result in creep of soil down the face of the slope. Therefore, it is important to maintain the moisture content of the soils on and adjacent to the slope as relatively constant as possible.
Surface and subsurface drainage must be carefully installed and maintained to minimize ponding of water near the top of the descending slope. Irrigation systems should be adjusted to provide the minimum water needed to sustain landscaping and prevent excessive drying of the soils. Both over watering and under watering of landscape areas must be avoided. Landscaping must not obstruct the drainage pattern or cause surface water to collect near the descending slope. Elevated planters adjacent to the slope should be lined with a membrane to minimize the penetration of water into the adjacent sub-grade.
Gophers and other rodents should be removed as their burrows provide easy entry of surface water that will saturate the slope.
Some of the most stunning locations for swimming pools are in hillside areas. By being fully informed of the critical issues we’ve discussed and implemented the requirements and recommendations into the planning and construction, swimming pools can be safely built in hillside locations.
Structural Repair Options:
|Option 1: The best type of crack repair for swimming pools involves removing the gunite/shotcrete on either side of the crack for a total distance between 18-24” wide. The removed gunite is replaced with higher strength material (not to exceed 4,500 PSI) and placed at least 1 1/2 times the thickness of the material removed. Any deteriorated reinforcing steel should be replaced.|
|Option 2: The next method involves overlapping structural steel rebar over the cracked area that has been epoxy embedded into the gunite 2-3″ deep by 2-3′ long and covered with gunite.|
Option 3: This last method is to install large 12-18′ long steel staples with 6″ pins at each end. These staples are installed every 12-18″ perpendicular with the crack. These staples are installed using high strength epoxy, followed with a high-pressure epoxy injection of the crack itself. The staples are covered with water-resistant cement.
Each of these repair methods comes with a different cost point. The only repair method we at Alan Smith offer is the staple and epoxy injection. Since we do not have any control of how the pool was built, or if any geological soil movement is occurring, we offer NO warranty on Pool Shell Re-Cracking. We simply cannot warranty what we cannot control.