Structural Soils Load Bearing Surfaces Engineering Solutions
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1 Arboricultural Associa-on Amenity Arboriculture Conference Structural Soils Load Bearing Surfaces Engineering Solutions James Urban, FASLA, ISA Urban Tree Soils Annapolis, Maryland
2 !"#$%&'()*%,%-''$#))% 4$)50!"#!,0,,%$.%,*(( *#$')67789
3 Fill our ci,es with large mature trees
4 ca 1986 The soil chart Myth, truth or half truth? 1,000 cf per tree or 3,000 cf? Shared volumes vs isolated volumes?
5 Sky Forest, Japan / PWP 2000
6 Sidewalk as bridge 80%.3$"&0C&$.&"0)0 4%)0#'%() 2$.&"0)0,)"'&)'"0, 3$"/%.J,1,)0/, Structural soil Soil Cells 4644 M644 G$,)*.C 4*.C6*,0C 4)"'&)'"*(4$%(!/,)0"C*/:"00,$%( Q$)D05%&'(*"($*C%.J RSTUVWA"$&)$" G%.04N*(($NF2"*'( 4644 L*"%$',$)50"4644 3$"/'(*, 8*O,$D0" 4644 M"*D0(6*,0C 4)"'&)'"*(4$%( 2K,$%( L*"%$', $)50"M644 3$"/'(*, C0&P,)"'&)'"0 40J/0.)0C,)"'&)'"0 :5%,*AA"$*&5*(($N,/'(-A(0,$%( )1A0,N5%&5%,*,%J.%X&*.)3*&)$"%. 5$N)50,1,)0/,A0"3$"/9 Y)%,.$)Z',))50,)"'&)'"0#')N5*) %,)50,$%(*.C5$N/'&5>!"#$%#"&'()**$&,*)-./#),.#%0*)/-)$1/&$"#)2.)"'3)4/-$%--/.')"-)2.) 5.6)6*##)"'3).7)25*)-3-2*0-)8*17.109)
7 Goals for soil under pavement Load bearing How do you define in the UK? In the US: Suppor-ng material must be compacted to 95% of maximum density (proctor). and / or Structure must support required vehicle weight and mo-on. Example: US H- 20 equivalent 14,500 kg per axle with vehicle traveling 48 km/hr. Support tree growth to maturity Soil quality Loam soil is the standard. Soil quan,ty - 30 Cubic meter Effec1ve volume. Tree root dynamics and sidewalk liking preven-on. Compa,ble with other urban structures, u-li-es, and u-lity repair. Flexible in layout to respond to urban condi-ons and obstruc-ons. Water into and out of the soil. Compa,ble with SUDS goals.
8 Research into systems and soil op,ons Tree growth Amsterdam Tree Soil compacted above 90% Bassuk - CU GBSS soil vs loam soil Smiley - Loam soil vs CU GBSS Smiley/Urban Boston SBSS vs Loam soil Smiley- Loam soil under pavement vs open soil 30 year study Smiley Compara-ve study Silva Cells, Strafa Cells, GBSS and SBSS Oliver Buhler Post construc-on study of structural sol Kristoffersen Growing trees in road founda-on materials Ingerslev 10 year study of GBSS Son- Urban soils Kramer et al Post plan-ng compara-ve study SBSS, GBSS vs loam soil Rahman et al Tree pit design and soil composi-on
9 :50)"0.C%.*(()5%,"0,0*"&5%,)5*)($*/,$%(,A0"3$"/#0,))$J"$N)"00,c:"00, N%((J"$N%.*(()50$A-$.,#')#0f0"%.,$/0)5*.$)50",c'N1-6'2*-':(0'-I)2&' A2*,)&2*&6'/1-:'.(%&'H(&)4-'%.'(:0*(&&-8c H5*)%,)50-O%-:6'(G'01-'.(%&'%.0*&5$A-$.*.C,$%()1A0>!.CN5*)%,)50 &$,)A0"&'#%&/0)0"$3)50-P-,H-'.(%&'H(&)4-> 7(24'!(%&' Q:'!%&H2'J-&&.' FR!!' J"'.(%&'?^^^ Y,%)"0*,$.*#(0)$ /*P0)50,0P%.C, $3&$/A*"%,$.,>
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
11 4%(D*20((, 4)"*)*20((, 4*.C6*,0C4)"'&)'"*(4$%( M"*D0(6*,0C4)"'&)'"*(4$%( 2$.)"$( 7*&5,1,)0/5*C)50,*/0,A*&0c 4/%(01F6*")(0fi%0(C
12 !4%&-6';'R2*0&-S'$%-&8'N*2%&.'!,4156%$",%$7,,%67'&$"%,/,012,5,44%'-%*8/,7,5$%)'#*%,#7856%4'8)% 4%(D*20((, K.,&"00.0C&(*1($*/F,*.CF&$/A$,)c Y.,)*((0C#1E*/0,K"#*.c 4)"*)*20((, K.,&"00.0C&(*1($*/F,*.CF&$/A$,)c Y.,)*((0C#12"*%J<0(D%.c 4%J.%X&*.),$%(,0f(0/0.)*.C"0d'%"0C"0A(*.-.J)"00,c M"*D0(6*,0C 4)"'&)'"*(4$%( 4$%(/%`0C)$2K4$%(,A0&%X&*-$.c Y.,)*((0C#1:$/4/%(01 4*.C6*,0C 4)"'&)'"*(4$%( 4$%(<%`$#,0"D0C*.C*AA"$D0C#16$#G%.0 :$/00)G%.0F4N*(($N4644,A0&%X&*-$.c :50K\8*O*AA"$*&5%,*4644,1,)0/N%)5*($*C,A"0*C%.J,)"'&)'"0$.)$Ac e*"j0,)*.c,/*((0,)%.0*&5)"0*)/0.)
13 When using any of these op,ons you should.. Calculate the soil volume based on efficiency. The following is a reasonable es-mate: Assuming: Loam soil 100% efficient then Silva cells 93% efficient 1 Strata cells 71% efficient 2 Sand based structural Soil 50% efficient 3 Stockholm structural soil 30% efficient 4 Gravel based structural soil 20% efficient 5 Subs&tu&ons must be required to provide the equivalent effec&ve soil volume of the original tender! Efficiency calcula-on assump-ons 1. Silva cells is 7% space devoted to structure. 2. Strata cells is 6% space devoted to structure. In the Bartlef field trial study held 23% less soil than Silva Cells. 3. Sand based structural soil based on observed reduc-ons in growth in the Smiley/Boston study. 4. Stockholm Soil has 30% void space for soil and roots the rest is rock. 5. Gravel based structural soil contains 20% soil the rest is rock.
14 W' '$3($*/,$%(c :50k$")/'.C4d'*"0=e00C,=A"$Z0&)&*,0,)'C1,)*)0C)5*)XC'4 W'' '' Y(.0'"Z'!%&H2'J-&&'A*([-0.'2*-'):8-*.%\-8'' *,Y,',A0&)*"0/$,)$)50",1,)0/,c:5%,%,*,%/A(0/*)50d'*-$.c ' R)0T')5028[2-:0'249%-:0'.(%&'/*1$O0.A"$D%C0,$/0$3)50*CC%-$.*(.00C0C,$%(D$('/09 [$N/'&5/$"0> #('2'.(%&'.)*H-6'2.'2'A2*0'(G'01-'8-.%3:'A*(-..]' "'4)ABC).7)25*)-./#)7.1)25*) 21**-)2.)(1.69) k$")/'.c4d'*"0
15 4$$.)$)50!"#!]' 4',)*%.*#(0K"#*.k"*%.*J041,)0/,!.C)"00,9 Y5$A0)50"0%,*#00"*))500.C$3)$C*1,0,,%$.,9
16 The new rain water paradigm is a significant change in the way we build cites. BUT.. Are landscape architects (or engineers) EXPERTS at this? Remember. Since ancient -mes, we have evolved solu-ons to conflicts between rain water and human development. The new water paradigm must understand these conflicts and not reintroduce an old problem. I do not think most of us know what we are doing in this area of design!
17 M2%:'/20-*'0*-204-:0'3(2&.' i($*)*#(0, [1C"$&*"#$., 7*&5$3)50,0J$*(,,'JJ0,) 8%P-*-:0'.(&),(:.'*.C,$/0-/0,X.C%.J*,$('-$.)$ $.0/*1/*P0*.$)50"$.0 N$",09 2$*",040C%/0.) 250/%&*(A$((')*.), <',)5$(C)50N*)0"$.)50,%)0*, ($.J*,A$,,%#(09)0.$)5*D0)5*) N*)0"&*',0A"$#(0/,cg-*6'01%:' *2:3-'#0)N00.,'&&0,,*.C 3*%('"0c i%.040c%/0.)f:'"#%c%)1 8'.$g"0C'&-$.
18 L20-*'.0(*23-'0-*4%:(&(36' 4'"3*&0l$N 4'#,$%(A0"&$(*-$. &$.)"$(,)50C"*%.*J09 M-0-:,(:]D#$,7%4$#E4%% '5%48$,%#5*%85F)$7#$,4%% 85$'%4'8):% 4'"3*&0l$N #-0-:,(:]D#$,7%4)'&)E%% *7#854%'/%48$,:% 4'#,'"3*&0 C"*%.(%.0 <',)#0',0CN50.4'#,$%( A0"&$(*-$.%,:(0"0(%*#(0 4)$"/C"*%.A%A0 $"C*1(%J5)$'m*((
19 2 Water to and into the system 6 System maintenance 3 Sediment and debris Ace Maintenance 4 Water distribution 1 Soil / water dynamics Urban Storm Water Systems First principles - What are we doing wrong! 5 Water out of the system
20 1 Soil / water dynamics :0`)'"0 0,*.CF,%() &(*1 J*%,2&'U.A-0.'(G'!(%&' :50%.)0""0(*-$.,5%A,$3:21%$2%1*J) K*'-/23)"'4)=1.L#*)*"0&"%-&*()$ '.C0",)*.C%.JN*)0"/$D0/0.) Q')"%0.), QG\n 4)"'&)'"0 2('/A,F&($C, A0C, 4$%(6%$($J1 A[!&%C%)1 k0.,%)1 N0%J5)FD$('/0 A$"0,A*&0 h"j*.%&/*f0" 2*"#$.!%"*.CN*)0"/$D0/0.)F,$%(A"$X(0
21 Water Movement thru the soil Infiltra-on rates are set by: Soil type and Soil structure / preserved peds and Soil compac,on Bio- reten-on soils have too much sand and too much compost! Unscreened sandy loam soil Sand/compost bio- reten-on soil mix Screened sandy loam soil mix
22 BcH*)0"<$D0/0.))5"')50,$%( L20-*'8*2%:.'0(('G2.0' d%a%:3' $%:-'A2*,&-'4%3*2,(: d%a%:3*.ch:-'a2*,&-'4%3*2,(:> 6%$T"0)0.-$..(%&C"*%.,)$$3*,)> <ed1*'0(('.&(/'?e'd1*'0(('g2.0' XeiWeD1*'[).0'*%310]' M"2)1*<%/1*4)$.08"$&.')"'4)-21%$2%1*N) ) 55% sand 30% soil 10% compost
23 2 Water to and into the system M"*C%.J)$N*"C)50N*)0"*&&0,,A$%.), <5*%0'77,0$)E%48G,%$",%*7#85#6,%#7,#% -'7%$",% %85%%$",%4'8)% 2')(3,H% 6'))50J"*C0,C$.$) *(N*1,C$)5*) i*(((%.0 H0*,,'/0)5%,%,)50N*1)50 J"*C0,N%((3*((oo
24 H*)0"Y.)$)5041,)0/!%\%:3'01-'.6.0-4' ))))))))))MOOP)Q)RSP)TUHN)
25 3 Sediment and debris Clogging at the Entry Point Floatables and silt
26 One mature oak tree dropped: Plus a constant fall of other leaves, tree parts and pollen all year long 200 gallons of leaves 20 gallons acorns 50 gallons of catkins
27 e*"j0=&$.&"0)03$"0 #*1C0,%J.0C)$#0 &(0*.0C L0J0)*)0CX()0"%, "0*((1%/A$")*.)
28 Or use pervious pavers
29 2"%-&*(N%)5,$%('.C0"A*D0/0.) 4 Water distribution d-*h%().'a2h-*.'*"0#0,)c Q:&-0.'2:8'A%A-.'i''M(9).0] G%A0,/',)#0!bN'7bgb7'N%)5lm7b!'(:'Nmd9 :5051C"$($J1$3N*)0"-Bh&0*2,(:3"$/A%A0, %,:(0'/-&&'):8-*.0((80D0.#10.J%.00", Q00C"$#',)/0)5$C)$&(0*.$')A%A0,9 N"*A)50,0,1,)0/,%.3*#"%& <0/#"*.0,cp$'N*.))50"$$),)$J0)$')9
30 Water out of the system 5 4$%( H*)0"50*C *#$D0,$%( 8*%,0C(H-*^(/ l-28' #-0-:,(:' M-0-:,(:' :$$'m*(( Q:h&0*2,(:' d-*g(*20-8,'#c"*%.(%.0!(&%8'.02:8'a%a-' N)*:-8')A'-&9(/'!02:8'd%A-'J(:-A0' F&)-8'[(%:0.'"0d'%"0C)$/*P0)5%,N$"P
31 Y/A$")*.)3$"N*)0")$/$D0 5$"%q$.)*((1)5"')50,$%( G0"D%$',A*D0",, [0*C 2$/#%.0C"*%.J*"C0.*.C#0($NA*D%.J)"0*)/0.) Y.)0"3*&0,($N,N*)0"
32 6 System maintenance H5$%,/*%.)*%.%.J)50,1,)0/*O0"%)%,#'%()> [*,)50,1,)0/#00.C0,%J.0C)$#0/*%.)*%.0C> H*,)50/*%.)0.*.&0$A0"*-$.,)0*/A*")$3)50C0,%J."0D%0N>
33 :.)65*1*)/-)25*)21**)/') "##).7)25/-)4/-$%--/.'V) >?cy31$'3-0'01-'.(%&'2:8'/20-*'-i)2,(:'(**-0)"00n%((j"$nn0((c Ic! Y3C0,%J.0C&$""0&)(1=01-.-'2*-'8*6'M'.2)6*2N)-:H%*(:4-:0.'/$,)$3)50 -/0%./$,)&(%/*)0,c Bc! :50H(&)4-'(G'.(%&'*-I)%*-8')$)"0*))50X",)%.&5)$?Trs$3N*)0" ','*((1A"$D%C0,.)O%-:0'.(%&'0('.)AA(*0'2'&2*3-'0*--c Sc! :"00,N%((J"$N#0f0"%.,$%(/%`0,N%)5J"0*)0"*/$'.)$3'.,&"00.0C,$%(N%)5(0,,,*.Cc#*2%:23-'*20-.'(G'XiWeD1()*'*)%.,)*((*-$.%,J"0*)3$" N*)0"*.C)"00,c _c! e$&*)0)500*--'%:'.&%310&6'4():8-8'2*-2.'$3)50$a0.,$%(q$.0,,$)50 )"00&*.*C*A))$)50%.'.C*-$.A0"%$C,c
34 !/0"%&*.10(($N#00"cp'&P9 N12:5'6()E''' ' n)-.,(:.'20'01-'a)9f' 7.J(%,5#%f0"*(0cp'/9
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