Industry Problem and Solution
ESOL fills historical gaps between the geotechnical engineers and the designers and builders in the industry. Geotechnical engineers determine the strength and stability requirements of infrastructure fills, but then provide “cut & paste” process control specs based on assumptions that, in reality, ensure the engineering requirements will not be achieved in construction. These assumed controls also conflict with the mechanical performance of the compactors used in construction, which in turn forces trial & error exercises and compromise. This trial & error compromise is the cause of the historic production problems in construction, which caused formation of the “smart compactor” industry. ESOL fills these gaps by removing the assumptions from the process controls without changing industry methods. This solution eliminates the trial & error compromise in construction, achieves industry standards with real-time control and direct-data verification, remedies the historic production problems, and remedies excessive damage, maintenance, and repair costs.
Earthwork is the only area of construction where the constructor does not have full control over cost, schedule, performance and results. Fills are the only element of infrastructure built with assumptions and trial & error compromise. Contractors are continuously forced to meet testing controls that conflict with the mechanical performance of their compactors. These conditions cause the historical performance vs. production dilemma in construction, as the fundamental problem source persists. The dilemma in earthwork construction is illustrated in following graphic:
ESOL resolves these problems and breaks the cycle by providing engineers and contractors with the controls they need without changing any of the process control methods the industry uses today.
The “big ticket” cost to owners is always the construction costs - not the engineering costs. Engineering is always a small percentage of project costs. Infrastructure projects are primarily composed of three construction material elements: concrete, steel, and soil. Only the soil fill elements are constructed with trial & error compromise. These trial & error exercises increase construction costs, jeopardize the concrete and steel built over the fills, and increase maintenance and repair costs. ESOL eliminates the compromise and construction risks, reduces construction costs, and removes the risks of very high construction costs - all without increasing engineering costs.
The degree of cost savings for owners and constructors varies on all projects. The savings depends on the varying degrees of trial & error exercises to which one is comparing. A general range of ~15% to ~35% cost savings has been conservatively estimated based on construction surveys and estimates. An average of ~25% to 30% overall savings in earthen fill costs is considered a safe general range when no compromise is desired. The savings can be higher or lower depending on project circumstances. Cost savings are realized from many controls including - avoided trial & error exercises including reworks, reduced or eliminated needs for moisture change, expanded construction moisture ranges, expanded soil property ranges, real-time controls, and rapid control reports.
Industry Compaction Standards
The industry required compaction standards are essentially never achieved in cohesive fill construction. This condition is the primary source of the greatest problem in infrastructure: strength loss, saturation settlements and shrink-swell problems in founding fills. This condition is also the source of excessive permeabilities in environmental protection fills, barrier fills and structural fills. ESOL corrects this problem, without changing practice or any process control method used today.
“Earthen fills are the only element of construction conducted by assumptions and trial & error compromise ...”
“... ESOL corrects this problem, without changing practice or any selected process control method.”
This condition is largely unrealized in the industry, though it is proven by direct data on every construction project. It is the reason why earthen fills are the only element of construction conducted by assumptions and trial & error compromise.
The conventional compaction standards specified for construction of cohesive fills are typically tied to optimum moisture content and maximum dry-density. The compaction standards always require a moisture range during compaction, which is tied to optimum moisture content. Usually, the compaction standards require a density range result after compaction also, which is tied to maximum dry-density. Typical compaction standards include:
Most engineers understand the importance of achieving the compaction standards in construction. Most engineers understand most of the reasons why wet-of-optimum compaction is critically important. Many engineers understand the dangers of dry-of-optimum compaction.
However, few engineers realize their compaction standards are not being achieved in construction. Few engineers realize that the beliefs and uses of lab compaction curves is the cause of this problem. This is the primary source of the greatest problem in infrastructure.
“Only by disregarding engineering standards, requirements, and objectives could ESOL's process control solutions be viewed as any sort of ‘change in practice’ ...”
The assumptions, beliefs and uses of lab compaction curves disable the process control methods we use in construction today. Many engineers assume that lab compaction test curves represent field compaction or a degree of field compaction. These are incorrect assumptions on many levels. In all ways, lab compaction is different than field compaction. These beliefs prevent our process control methods from achieving our compaction standards. The result in construction is trial & error compromise and adverse compaction.
In earthen fill construction today, it is virtually impossible for the moisture-density relations in lift compaction to match relations from lab compaction tests. It is also wrong to assume that compacted lift properties will ever match lab compacted properties, even when in the same moisture-density space. Therefore trial & error exercises are necessary on all lifts and projects to find a way to get some sort of fill construction done to some result. These trial & error exercises include “lab curve shopping”, “field data shopping”, new lab curves, parallel lab operations (for more curves to “shop”), false moistures after compaction, moisture adjustments, lift reworks, etc. All of these exercises involve some degree of inadvertent compromise, largely unrealized by the engineer. This compromise is what prevents our compaction standards from being achieved, and causes construction of problematic fill elements founding our infrastructure. With SSCE®, ESOL removes these assumptions and trial & error exercises resulting in uninterrupted construction control at maximal production, real-time data verification of field optimums and compaction states, and known/verifiable compacted strength and stability properties. (Read more about the greatest problem and solution in infrastructure.)