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Definitions

Mine Subsidence
         Layman's definition: movement that occurs when an underground mine collapses into itself causing stresses to the surface above.
 
Mechanics of Mine Subsidence

Subsidence, in the context of underground mining, is the lowering of the Earth's surface due to collapse of bedrock and unconsolidated materials (sand, gravel, salt, and clay) into underground mined areas.

There are two types of subsidence: (1) pit, also called sinkhole or pothole, and (2) sag or trough.

Pit subsidence is characterized by an abrupt sinking of the surface, resulting in a circular steep-sided, crater like feature that has an inward drainage pattern.

Sag subsidence is a gentle, gradual settling of the surface. It is associated with pillar crushing or pillar punching of deeper mines. Sag-subsidence features may fill with water if the surface of the subsidence intersects the water table. Pit-subsidence features generally do not hold water because the pit drains into the underlying mine.

Mine subsidence is controlled by many factors, including height of mined-out area, width of unsupported mine roof, thickness of overburden, competency (strength) of bedrock, pillar dimensions, hydrology, fractures/joints, and time. The vertical movement of subsidence is proportional to the height of the extraction area.

The vertical movement decreases with increasing depth or thickness of overburden, especially bedrock. As the roof rock sags, ruptures, and eventually collapses into a mined-out area, the roof rock rotates, twists, splinters, or crumbles as it falls, resulting in incomplete compaction. In other words, the mine void is not completely filled during a mine-roof collapse. Because bedrock collapses with incomplete compaction, the deeper the extraction area, the smaller the vertical movement is at the surface.

The length of time for mine subsidence to occur increases with increasing depth of mining and increasing competency of overburden. The type and amount of roof support in addition to pillars of coal left in the mine also affect subsidence. Most early underground mines in Ohio used wooden timbers as additional roof support. Steel I-beams were used in Ohio mines as roof support beginning in the early twentieth century. By the mid-twentieth century, roof bolting was another type of roof support being used in Ohio mines. With time following abandonment of an underground mine, these types of roof support eventually rot or deteriorate, allowing subsidence to occur. Because of the complexity of the variables which contribute to mine-related subsidence, no acceptable system exists which is capable of accurately predicting the time or amount of subsidence in a variety of geological settings, especially for mines that have an irregular pattern of room-and-pillar mining.

* GEOFACTS No. 12 published by the Ohio Department of Natural Resources Division of Geological Survey

 
Hydrostatic Pressure

Occurs when the soils around a structure become saturated putting pressure on the structure. It results in inward movement of the basement walls. Horizontal cracks in mortar joints are typical with inward deflection of the walls.

 
Earth Pressure
Similar to hydrostatic pressure in that the soils put pressure on the structure causing inward deflection of the walls. Horizontal cracks are typical.
 
Frost Heave
Occurs as a result of soil water freezing and expanding. The expansion can cause the foundation to have upward or be inward movement.
 
Freeze - Thaw of Soils
Similar to frost heave but this is an action that takes place over time and seasons. The freezing and thawing breaks down the soils and pressure can affect the foundation.
 
Improperly Compacted Fill
Happens when fill material is placed in or under the site of the home. If not properly compacted, the soils will settle over time, causing damage to the structure.
 
Settlement
A drop in the foundation below the original level. This can be a result of many factors.
 
Land (or Hill) Slide
The slipping of a slope of a hill which causes lateral or horizontal movement to the structure. Landslides can be caused by many factors.
 
Shrink/Swell of Soils
Clay soils are most affected. As the soil either has an abundance of moisture or a drought like condition causing the soils to expand or shrink.
 
Subsurface Investigation
When an engineer has inspected the house and additional investigation is warranted, this could be called upon. The engineer will determine a location close to the damage or area of concern and have a hole drilled (similar to a water well). Samples can be taken of the subsurface strata for identification and mapping of the strata layers. Mine voids or coal seams will be located if present as will saturated soils. This is the most definitive form of investigation.
 
Survey Nets
An investigative tool used usually after a house has been determined to have been affected by mine subsidence or as a tool to monitor the house for movements during the investigation. Sensitive surveying equipment is used to survey the house from a "secure" point. The house will be surveyed for a period of time with generally 3 - 4 readings over a year's time. The engineer will be able to determine if the house is sustaining movement or not.
 
Shoring

Supporting the structure to protect it from sustaining additional damage. This can be done if necessary once mine subsidence has been determined as the cause of damage.

 
Grouting
The "filling in" of the mine void, with a concrete based material. This is usually done by the Department of Natural Resources.