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• Table : _~ '~ <br />Values of subsidence, strein, and slope • <br />for the Section Ci-b <br />St <br />ti <br />T <br />a- <br />on <br /> <br />• Dista <br />from <br />Center <br /> <br />d <br />(m) Ratio <br /> <br /> <br />d <br />h <br />- Subsi- <br />dente <br /> <br />S <br /> <br />(m) Differen- <br />tial <br />ubsic><~~ce <br />Sd <br /> <br />(m) Length <br /> <br /> <br />L <br /> <br />(m) Bay <br />Length <br /> <br />1 <br /> <br />(m) Slope <br /> <br /> <br />G <br /> <br />(mm/m) Differen- <br />tial <br />Slope <br />e <br /> <br />(mm/m) Ratio <br /> <br /> <br />e <br />1 <br />- Predicted <br />Strain <br /> <br />E <br /> <br />(mm/m) <br />_ _2_- 3 - ' - 4 -_ -5 6 7 8 9 10 11 <br /> 339 ~• 60 0.000 <br /> o. rig root /opt o. oo r r r f•p.ooo85 <br /> 23S /•ro 0. r!6 I o.oo393 0~00003~ <br /> O. r!6 23 23 0~ ooSo~r +p~oo26 <br />~ z~z /.o0 0.232 O,oo5g6 0ooo25g <br /> U. 23/ 2/ 2/ 0~ 0/l00 +0 002q <br /> l9! O.9o 0.463 O.OO~oo p 000333 <br /> O. 232 l3 13 O.Or~B~ r000t+S <br /> r~8 v•~'t o• 69S D~O~loO OoooB'r6 <br /> 0.232 8 8 0.0900 t0. 0033 <br /> ~~o 080 0 92~ O.c~o3'tv p.ooo~r2 <br /> o• 23r 9 y O~o2566 +p.oo30 <br />r /6r c ~6 i• X58 0.oo.3uo pooe3~ <br /> 0 2.32 8 8 0.0900 -O.oo32 <br />4 ~3 0,~2 /•390 0.vo35o 0ODO413 <br /> p. 230 9 `~ 0.0255 _p.0o2s <br />~ l44 C' 68 / G2o 0 00227 0 ODU2~i <br /> C. 233 /O r0 0.02330 -p 0o4q <br />~ ,34 n E3 i. &'.~ 3 0 ooq~o p.ooo9~ <br /> 0 23~ : ~ r~ ~ p. C- ~64~ .rJ o032 <br /> „~ 55 2 v~~ o ur.~68 O.ooo40 <br /> ~ <br />2 roo 0.4~ 2.20/ I n c;C?533 <br />l D ~~OO3/ <br /> ~ p. rr6 ~ ~q ~ ~q I o oc~l~tG <br />~ <br />3 ^. rp <br />v 2. 3! 3 j I ~ ~ ~ <br /> ! I ~ --- I - -- .1. -- -- I ------ I - <br /> <br />