Systems and computer-implemented methods for analyzing transfer of force through pavement slabs

1. A computer-implemented method for pavement slab analysis based on data regarding transfer of force through a sensing volume responsive to exertion of weight on the sensing volume by passing objects, the method comprising:

receiving, at a processing element, electrical signals from a plurality of strain gauges embedded in a precast pavement slab defining the sensing volume, the plurality of strain gauges being distributed across an XY coordinate plane, the XY plane being parallel to a top surface of the pavement slab; and

analyzing, at the processing element, the electrical signals to determine one or more of the following: (A) risk of a structural defect in the pavement slab, (B) risk of a problem with underlying sub-grade beneath the pavement slab, and (C) movement of the passing objects across the top surface;

the pavement slab being attached to an adjacent slab with one or more load-transferring connectors.

2. The computer-implemented method of claim 1 , wherein multiple electrical signals are collected across time from each of the plurality of strain gauges, the analysis of the electrical signals including determining localized variances in strain responses in one or more corresponding segments of the sensing volume and the analysis determining one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

3. The computer-implemented method of claim 1 , wherein the analysis includes comparing a first localized paving element response in a first segment of the sensing volume corresponding to a first of the plurality of strain gauges against a second paving element response in a second segment of the sensing volume corresponding to a second of the plurality of strain gauges and determining that differences between the paving element responses of the first and second segments is indicative of one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

4. The computer-implemented method of claim 1 , wherein the analysis includes comparing a first localized paving element response in a first segment of the sensing volume corresponding to a first of the plurality of strain gauges against a second paving element response in a second segment of a second sensing volume of the adjacent slab and determining that differences between the paving element responses of the first and second segments is indicative of one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

5. The computer-implemented method of claim 1 , wherein the analysis includes determining a change in strain detected by at least two of the plurality of strain gauges to determine movement of one of the passing objects across the top surface.

6. The computer-implemented method of claim 1 , wherein the plurality of gauges is distributed across both sides of a middle of the pavement slab as determined along the X axis of the XY coordinate plane.

7. The computer-implemented method of claim 1 , wherein the plurality of gauges is distributed across at least fifty percent (50%) of a longitudinal length of the pavement slab as determined along the Y axis of the XY coordinate plane.

8. The computer-implemented method of claim 1 , wherein the pavement slab defines an internal pocket extending from one of a plurality of side faces for each of the one or more load-transferring connectors, the plurality of strain gauges being distributed so as to overlap with one or more of the internal pockets on the XY plane.

9. The computer-implemented method of claim 1 , wherein the plurality of strain gauges comprise one or more fiber optic sensing cables.

10. The computer-implemented method of claim 1 , wherein the processing element is housed in a server remote from the pavement slab.

11. A system for pavement slab analysis based on data regarding transfer of force through a sensing volume responsive to exertion of weight on the sensing volume by passing objects, the system comprising:

a precast pavement slab defining the sensing volume and having a top surface;

a plurality of strain gauges embedded in the pavement slab within the sensing volume, the plurality of strain gauges being distributed across an XY coordinate plane, the XY plane being parallel to the top surface;

one or more load-transferring connectors attaching the pavement slab to an adjacent slab; and

a processing element and non-transitory computer-readable media having computer-readable instructions instructing the processing element to perform the following steps—

receive electrical signals from the plurality of strain gauges,

analyze the electrical signals to determine one or more of the following:

(A) risk of a structural defect in the pavement slab, (B) risk of a problem with underlying sub-grade beneath the pavement slab, and

(C) movement of the passing objects across the top surface.

12. The system of claim 11 , wherein multiple electrical signals are collected across time from each of the plurality of strain gauges, the analysis of the electrical signals including determining localized variances in strain responses in one or more corresponding segments of the sensing volume and the analysis determining one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

13. The system of claim 11 , wherein the analysis includes comparing a first localized paving element response in a first segment of the sensing volume corresponding to a first of the plurality of strain gauges against a second paving element response in a second segment of the sensing volume corresponding to a second of the plurality of strain gauges and determining that differences between the paving element responses of the first and second segments is indicative of one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

14. The system of claim 11 , wherein the analysis includes comparing a first localized paving element response in a first segment of the sensing volume corresponding to a first of the plurality of strain gauges against a second paving element response in a second segment of a second sensing volume of the adjacent slab and determining that differences between the paving element responses of the first and second segments is indicative of one or both of: (A) the risk of a structural defect in the pavement slab, (B) the risk of a problem with underlying sub-grade beneath the pavement slab.

15. The system of claim 11 , wherein the analysis includes determining a change in strain detected by at least two of the plurality of strain gauges to determine movement of one of the passing objects across the top surface.

16. The system of claim 11 , wherein the plurality of gauges is distributed across both sides of a middle of the pavement slab as determined along the X axis of the XY coordinate plane.

17. The system of claim 11 , wherein the plurality of gauges is distributed across at least fifty percent (50%) of a longitudinal length of the pavement slab as determined along the Y axis of the XY coordinate plane.

18. The system of claim 11 , wherein the pavement slab defines an internal pocket extending from one of a plurality of side faces for each of the one or more load-transferring connectors, the plurality of strain gauges being distributed so as to overlap with one or more of the internal pockets on the XY plane.

19. The system of claim 11 , wherein the plurality of strain gauges comprise one or more fiber optic sensing cables.

20. The system of claim 11 , wherein the processing element is housed in a server remote from the pavement slab.