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A compressible object is described that may be utilized in drilling mud and with a drilling system to manage the density of the drilling mud. The compressible object includes a shell that encloses an interior region. Also, the compressible object has an internal pressure (i) greater than about 200 p

A compressible object is described that may be utilized in drilling mud and with a drilling system to manage the density of the drilling mud. The compressible object includes a shell that encloses an interior region. Also, the compressible object has an internal pressure (i) greater than about 200 pounds per square inch at atmospheric pressure and (ii) selected for a predetermined external pressure, wherein external pressures that exceed the internal pressure reduce the volume of the compressible object and wherein the shell being designed to reduce localized strains of the compressible object during expansion and compression of the compressible object.

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1. A drilling mud comprising: reusable compressible objects for use with a drilling fluid in a wellbore, the reusable compressible objects including a shell that encloses an interior region, wherein each of at least a portion of the compressible objects has;(a) an initial aspect ratio between 3 and

1. A drilling mud comprising: reusable compressible objects for use with a drilling fluid in a wellbore, the reusable compressible objects including a shell that encloses an interior region, wherein each of at least a portion of the compressible objects has;(a) an initial aspect ratio between 3 and 4 in an initial state when an initial state pressure external to the compressible object is substantially equal to an initial state internal pressure in the interior region, and the initial state internal pressure is (i) greater than 200 pounds per square inch, and(ii) selected for the shell to compress and expand at a predetermined pressure range,(b) a spherical or near spherical shape in an expanded state when the external pressure is substantially atmospheric pressure, and(c) a compressed state aspect ratio that is higher than the initial aspect ratio when the external pressure is greater than the internal pressure and wherein the shell has an engineered architecture designed to compensate for localized strains on the compressible object and wherein the shell is configured to experience less strain when the external pressure within the wellbore is about equal to the internal pressure within the compressible object than when the external pressure is greater than the internal pressure or less than the internal pressure, during expansion and compression of the compressible object; and wherein the density of the drilling mud changes due to the expansion and compression of the reusable compressible objects between the states. 2. The drilling mud of claim 1 wherein compression of gas within the compressible object dominates the compression of the compressible object when the external pressure exceeds the internal pressure. 3. The drilling mud of claim 1 wherein each of at least a portion the compressible objects has an initial state internal pressure above about 500 pounds per square inch at atmospheric pressure. 4. The drilling mud of claim 1 wherein the compressible objects comprises a first portion of the compressible objects having a first initial state internal pressure and a second portion of the compressible objects having a second initial state internal pressure, wherein the second internal pressure is different from the first internal pressure. 5. The drilling mud of claim 4 further comprising a third portion of the compressible objects having a third initial state internal pressure, wherein the third initial state internal pressure is different from the first initial state internal pressure and the second initial state internal pressure. 6. The drilling mud of claim 1 wherein the equivalent diameter of the compressible object in the initial state is in a range between 0.1 millimeter and 50 millimeter. 7. The drilling mud of claim 1 wherein the equivalent diameter of the compressible object in the initial state is in a range between 0.1 millimeter and 5.0 millimeter. 8. The drilling mud of claim 1 wherein the compressible objects comprises a first portion of the compressible objects having a first volume at atmospheric pressure and a second portion of the compressible objects having a second volume at atmospheric pressure, wherein the second volume is different from the first volume. 9. The drilling mud of claim 8 further comprising a third portion of the compressible objects having a third volume at atmospheric pressure, wherein the third volume is different from the second volume and the first volume. 10. The drilling mud of claim 8 wherein the compressible objects comprises a first portion of the compressible objects having a first shape and a second portion of the compressible objects having a second shape, wherein the second shape is different from the first shape. 11. The drilling mud of claim 1 wherein each of the compressible objects is designed to compensate for the localized strains and instabilities of the compressible object during expansion and compression of the compressible object. 12. The drilling mud of claim 1 wherein each of the compressible objects has one or more structural members to reduce localized strain. 13. The drilling mud of claim 12 wherein the one or more structural members comprise a flange. 14. The drilling mud of claim 1 wherein each of the compressible objects has a shell, wherein the wall thickness of the shell is varied over the surface of the shell to reduce localized strain. 15. The drilling mud of claim 1 wherein each of the compressible objects has a shell, wherein the wall thickness of the shell is thicker at the equator of the compressible object to reduce localized strain. 16. The drilling mud of claim 1 wherein each of the compressible objects has an initial state internal pressure above about 2000 pounds per square inch at atmospheric pressure. 17. The drilling mud of claim 1 wherein each of the compressible objects has a shell, wherein the shell has an initial state equivalent-diameter-to-wall-thickness ratio in a range from 20 to 200. 18. The drilling mud of claim wherein each of the compressible objects has a shell, wherein the shell has an initial state equivalent-diameter-to-wall-thickness ratio in a range from 50 and 100. 19. The drilling mud of claim 1 wherein each of the compressible objects has a shell, wherein the shell comprises ex-foliated inorganic mineral as re-enforcement or as a barrier to gas permeability in a polymer matrix. 20. The drilling mud of claim 19 wherein the shell comprises nanofiber re-enforcement in the polymer matrix to achieve specific properties of the wall material. 21. The drilling mud of claim 1 wherein each of the compressible objects has a shell, wherein the shell comprises a gas permeation barrier layer and structural layer. 22. The drilling mud of claim 21 wherein the gas permeation barrier layer comprises a metal or metal alloy layer and the structural layer comprises a polymer layer. 23. The drilling mud of claim 21 wherein the gas permeation barrier layer is formed external to the structural layer. 24. The drilling mud of claim 21 wherein the gas permeation barrier layer is formed internal to the structural layer. 25. The drilling mud of claim 1 further comprising weighting agents to control the density of the drilling fluid and the plurality of compressible objects. 26. The drilling mud of claim 25 wherein the weighting agents comprise one of barite, hematite, galena and any combination thereof. 27. The drilling mud of claim 1 further comprising formates to control the density of the drilling mud in mud systems and reduce the addition of insoluble weighting agents that tend to raise viscosity of the drilling fluid and the compressible objects. 28. A method for forming a variable density drilling mud comprising: selecting reusable compressible objects for use with a drilling fluid in a wellbore, the reusable compressible objects comprising a shell that encloses an interior region, wherein each of at least a portion of the compressible objects has;(a) an initial aspect ratio between 3 and 4 in an initial state when initial state pressure external to the compressible object is substantially equal to the initial state internal pressure in the interior region, and the initial state internal pressure is (i) greater than 200 pounds per square inch, and(ii) selected for the shell to compress and expand at a predetermined pressure range,(b) a spherical or near spherical shape in an expanded state when the external pressure is substantially atmospheric pressure, and(c) a compressed aspect ratio that is higher than the initial aspect ratio when the external pressure is greater than the internal pressure; andwherein the shell has an engineered architecture designed to compensate for localized strains on the compressible object and wherein the shell is configured to experience less strain when the external pressure within the wellbore is about equal to the internal pressure within the compressible object than when the external pressure is greater than the internal pressure or less than the internal pressure, during expansion and compression of the compressible object; selecting the drilling fluid to be combined with the compressible objects; and blending the compressible objects with the drilling fluid to form a variable density drilling mud, wherein the variable density drilling mud maintains a density between a pore pressure gradient and a fracture pressure gradient for at least one interval of a well as the variable density drilling mud circulates toward the surface of the wellbore. 29. The method of claim 28 wherein the compressible objects have an initial state internal pressure above 500 pounds per square inch at atmospheric pressure. 30. The method of claim 28 wherein the compressible objects have an initial state internal pressure above 1500 pounds per square inch at atmospheric pressure. 31. The method of claim 28 further comprising blending weighting agents into the drilling fluid to control the density of the drilling fluid and compressible objects. 32. The method of claim 28 wherein each of the compressible objects has an initial state internal pressure above about 1500 pounds per square inch at atmospheric pressure. 33. The method of claim 28 wherein each of the compressible objects has one or more structural members to reduce localized strain. 34. The method of claim 33 wherein the one or more structural members comprises a flange. 35. The method of claim 28 wherein each of the compressible objects has a shell, the shell has an initial state equivalent-diameter-to-wall-thickness ratio in a range from 20 to 200. 36. The method of claim 28 wherein each of the compressible objects has a shell, the shell has an initial state equivalent-diameter-to-wall-thickness ratio in a range from 50 and 100. 37. The method of claim 28 wherein each of the compressible objects has a shell, the shell comprises a gas permeation barrier layer and structural layer. 38. The method of claim 37 wherein the gas permeation barrier layer comprises a metal or metal alloy layer and the structural layer comprises a polymer layer. 39. The method of claim 28 further comprising combining weighting agents with the drilling fluid, wherein the weighting agents comprise one of barite, hematite, galena and any combination thereof. 40. The method of claim 39 further comprising combining formates with the drilling fluid to control the density of the drilling fluid and compressible objects in mud systems and minimize the addition of insoluble weighting agents that tend to raise viscosity of the drilling fluid and compressible objects. 41. A drilling mud comprising: reusable compressible objects for use with a drilling fluid in a wellbore, the reusable compressible objects comprising a shell that encloses an interior region, wherein each of at least a portion of the compressible objects has;(a) an initial aspect ratio between 2 and 5 in an initial state when an initial state pressure external to the compressible object is substantially equal to an initial state internal pressure in the interior region, and the initial state internal pressure is (i) greater than 1500 pounds per square inch, and(ii) selected for the shell to compress and expand at a predetermined pressure range,(b) a spherical or near spherical shape in an expanded state when the external pressure is substantially atmospheric pressure, and(c) a compressed aspect ratio that is higher than the initial aspect ratio when the external pressure is greater than the internal pressure andwherein the shell has an engineered architecture designed to compensate for localized strains on the compressible object and wherein the shell is configured to experience less strain when the external pressure within the wellbore is about equal to the internal pressure within the compressible object than when the external pressure is greater than the internal pressure or less than the internal pressure, during expansion and compression of the compressible object; andwherein the density of the drilling mud changes due to the expansion and compression of the reusable compressible objects. 42. The drilling mud of claim 41 wherein compression of gas within the compressible object dominates the compression of the compressible object when the external pressure exceeds the internal pressure. 43. The drilling mud of claim 41 wherein each of at least a portion of the compressible objects has an initial state internal pressure above 2000 pounds per square inch at atmospheric pressure. 44. The drilling mud of claim 41 wherein the compressible objects comprises a first portion of the compressible objects having a first initial state internal pressure and a second portion of the compressible objects having a second initial state internal pressure, wherein the second initial state internal pressure is different from the first initial state internal pressure. 45. A method for forming a variable density drilling mud comprising: selecting reusable compressible objects for use with a drilling fluid in a wellbore, the reusable compressible objects comprising a shell that encloses an interior region, wherein each of at least a portion of the compressible objects has;(a) an initial aspect ratio between 3 and 4 in an initial state when initial state pressure external to the compressible object is substantially equal to the initial state internal pressure in the interior region, and the initial state internal pressure is (i) greater than 200 pounds per square inch, and(ii) selected for the shell to compress and expand at a predetermined pressure range,(b) a spherical or near spherical shape in an expanded state when the external pressure is substantially atmospheric pressure, and(c) a compressed aspect ratio that is higher than the initial aspect ratio when the external pressure is greater than the internal pressure andwherein the shell has an engineered architecture designed to compensate for localized strains on the compressible object and wherein the shell is configured to experience less strain when the external pressure within the wellbore is about equal to the internal pressure within the compressible object than when the external pressure is greater than the internal pressure or less than the internal pressure, during expansion and compression of the compressible object; selecting the drilling fluid to be combined with the compressible objects; and blending the compressible objects with the drilling fluid to form a variable density drilling mud, wherein the variable density drilling mud maintains a density between a pore pressure gradient and a fracture pressure gradient for at least one interval of a well as the variable density drilling mud circulates toward the surface of the wellbore. 46. The method of claim 45 wherein the compressible objects have an initial state internal pressure above 2000 pounds per square inch at atmospheric pressure. 47. The method of claim 45 further comprising blending weighting agents into the drilling fluid to control the density of the drilling fluid and compressible objects.