Composite arch structure

Claim 2

In a composite arch structure of the type comprising a liner with compacted fill material thereagainst and thereabout to form a soil arch thereabout, a foundation for said liner comprising yieldable footer means, and means to control the amount and rate of yielding of said footer means whereby said liner will settle at a rate at least equal to the rate of settling of said fill material thereabout.

Claim 3

The structure claimed in claim 1 wherein said liner is an arched liner having two longitudinal edges, each of said longitudinal liner edges being affixed to a yieldable footer means, each of said yieldable footer means comprising a first footer element and a second footer element, the adjacent one of said longitudinal liner edges being affixed to said second footer element, said second footer element, said second footer element being in part at least receivable within said first footer element and being capable of settling therein.

Claim 4

The structure claimed in claim 1 including means to shorten the peripheral dimensions of said arched liner.

Claim 5

The structure claimed in claim 2 including means to shorten the peripheral dimension of said arched liner.

Claim 6

The structure claimed in claim 2 wherein said first footer element comprises an elongated member extending the length of said liner longitudinal edge and having a top surface with a longitudinal slot therein, said second footer element comprising an elongated member extending the length of said liner longitudinal edge, a portion at least of said second footer element being receivable within said longitudinal slot of said first footer element with a telescoping fit and being configured to settle within said longitudinal slot.

Claim 7

The structure claimed in claim 2 wherein said first footer element comprises an elongated trench extending the length of said liner longitudinal edge, said second footer element comprising an elongated member extending the length of said liner longitudinal edge, said second footer element being located in said trench and being capable of settling therein.

Claim 8

The structure claimed in claim 4 including upstanding means affixed to said second footer part, said upstanding means having a plurality of vertical slots therein, said adjacent one of said liner edges having a plurality of corresponding holes therein, said last mentioned liner edge being affixed to said upstanding means and in spaced relationship to said second footer means by fastening means passing through corresponding ones of said liner holes and said slots in said upstanding means whereby said slots permit relative movement of said last mentioned liner edge toward said second footer means to shorten the peripheral dimension of said arched liner.

Claim 9

The structure claimed in claim 4 wherein said arched liner is made up of a plurality of arcuate panels, those adjacent panel edges extending longitudinally of said liner being lapped, one of those adjacent edges having holes therein, the other of said adjacent edges having corresponding slots therein, said adjacent panel edges being joined together by fastening means extending through said corresponding holes and slots whereby said slots permit relative movement of said joined panel edges to shorten the peripheral dimension of said arched liner.

Claim 10

The structure claimed in claim 5 including a layer of compressible material of known compressibility within said elongated slot in said first footer element, said material being compressible by said second footer element whereby said material controls said amount and rate of yielding of said footer.

Claim 11

The structure claimed in claim 5 including superposed layers of first and second compressible materials within said elongated slot in said first footer element, said first and second materials being compressible by said second footer element, said first and second materials having known compressibilities, said first material being more easily compressible than said second material, whereby said first material initially controls said amount and rate of yielding of said footer and said second material thereafter controls said amount and rate of yielding of said footer.

Claim 12

The structure claimed in claim 5 including a layer of incompressible material within said elongated slot in said first footer element, said portion at least of said second footer element within said slot resting upon and being supported by said incompressible material and means for removing said incompressible material from said slot at a predetermined rate whereby to control said amount and rate of yielding of said footer.

Claim 13

The structure claimed in claim 5 wherein said second footer element is of inverted L-shape configuration, the long leg of said inverted L-shaped second footer element comprising said portion receivable within said longitudinal slot of said first footer element with a telescoping fit, the short leg of said inverted L-shaped second footer element overlying said top surface of said first footer element adjacent said slot therein, at least one block of material of known compressibility being located between said top surface of said first footer element and said short leg of said second footer element, said block of material being compressible by said short leg whereby to control said amount and rate of yielding of said footer.

Claim 14

The structure claimed in claim 6 wherein said trench has a pair of longitudinally extending side walls one located exteriorly of said liner and the other located interiorly of said liner, means lining said interior side wall and presenting a smooth planar face substantially parallel to said longitudinal liner edge portion affixed to said second footer element, said second footer element having a longitudinal surface parallel to and in abutment with said lining face, said trench being filled with compressible material of known compressibility initially maintaining said second footer element in abutment with the upper part of said lining face, said compressible material being compressible by said second footer part whereby to permit settling of said second footer element downwardly along said lining face and whereby to control said amount and rate of yielding of said footer.

Claim 15

The structure claimed in claim 6 wherein said trench has a pair of longitudinally extending side walls one located exteriorly of said liner and the other located interiorly of said liner, means lining said interior side wall and presenting a smooth planar face substantially parallel to said longitudinal liner edge portion affixed to said second footer element, said second footer element having a longitudinal surface parallel to and in abutment with said lining face, said trench being filled with incompressible material initially maintaining said second footer element in abutment with the upper part of said lining face, said incompressible material being capable of plastic flow at a known rate whereby to permit settling of said second footer element downwardly along said lining face and whereby to control said amount and rate of yielding of said footer.

Claim 16

The structure claimed in claim 6 wherein said trench is partially filled with incompressible material, said second footer element being supported in said trench by said incompressible material and means for removing said incompressible material from said trench at a predetermined rate whereby to control said amount and rate of yielding of said footer.

Claim 17

The structure claimed in claim 6 wherein said trench is partially filled with incompressible material, said second footer element being of an inverted U-shaped cross sectional configuration, the legs of said inverted U-shaped second footer element being supported in said trench by said incompressible material, said incompressible material being capable of plastic flow at a known rate whereby said incompressible material will flow upwardly between said legs of said inverted U-shaped second footer element controlling said amount and rate of yielding of said footer.

Claim 18

The structure claimed in claim 6 wherein said trench is partially filled with a compressible material of known compressibility, said second footer element being supported in said trench upon said compressible material, said compressible material being compressible by said second footer element whereby to control said amount and rate of yielding of said footer.

Claim 19

The structure claimed in claim 11 including at least one auger hole passing through one of said first and second footer elements from said slot though the top of said one of said footer elements at a point within said liner whereby said incompressible material may be removed from said slot at a predetermined rate by auger means.

Claim 20

The structure claimed in claim 11 including a passage passing through one of said first and second footer elements from said slot through the top of said one of said footer elements, said incompressible material being capable of plastic flow through said passage at a predetermined rate whereby to control said amount and rate of yielding of said footer.

Claim 21

The structure claimed in claim 11 including a passage passing through one of said first and second footer elements from said slot through the top of said one of said footer elements, said incompressible material being a fluid, means to prevent leakage of said fluid between said first and second footer elements, means permitting escape of said fluid from said slot through said passage at a predetermined rate whereby to control said amount and rate of yielding of said footer.

Claim 22

The structure claimed in claim 15 including at least one auger hole passing through said second footer element from said trench through the top of said second footer element at a point within said liner whereby said incompressible material may be removed from said trench at a predetermined rate by auger means.

Claim 23

The structure claimed in claim 15 including a passage passing through said second footer element from said trench through the top of said second footer element, said incompressible material being capable of plastic flow through said passage at a predetermined rate whereby to control said amount and rate of yielding of said footer.

Claim 24

The structure claimed in claim 15 including a passage passing through said second footer element from said trench through the top of said second footer element, said incompressible material being a fluid, means to prevent leakage of said fluid between said trench and said second footer element, means permitting escape of said fluid from said trench through said passge at a predetermined rate whereby to control said amount and rate of yielding of said footer.