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_____部        位_____

填料

最低压实度O

胸  腔

填料距路床顶

=≡Ξ SCl cm

石灰土

SO/9 5

砂、砂砾

93/95

z=≡z SCl cπL

素土

90/95

管顶以上

至路味顶

管顶距路床

顶小于 meɪum

i 顶  30 Cln

以内

石灰土

S5/8S

砂、砂■砾

BB/90

i 顶!3 C∣ om 以上

石灰土

92/95

砂、砂砾

95/9S

检査幷及雨水口

周围

路床顶 以下

石灰土

ΘΞ∕95

95/9S

80cml2Λ-P

石灰土

90/92

93/95

OUiODyO i IN1 E O 0IaO0DI e AN1 E OA IaCaDl e A N1 E! A OS uOOIa0∣A ONe CoAAio EAU EIa 100%!

U1U aA 2 D!0U 30cm A0eERO 1U?E2E0AERAa iAyIA U a!

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AlAO A UNI e

U 5.4.1 Io IAo AUNIeU ι 5.4.1 ! IoD 03oCa! OoA 00 e ANI E 0 aCe?oIA0|2E0A00DI e IO aCe?oIA ?E2E0ACaDI e !

U 5.4.2 Io A UlA A i No ERA? i o EAU E0∣0E ONeE ! ONe A2U

U A EA!

IAO A Ui INI E i                         i 5.4.1

IilUAaDl

Ei E I

(Cm)

_____________________i IN1 E(%)___________________

?iEUA O EA

I EA

O A

Ii

0~80

95/98

93/95

90/92

80〜150

93/95

90/92

87/90

>150

87/90

87/90

87/90

JU

0〜30

93/95

93/95

90/92

:U iOD y O i INI E O 0Ia00DI e ANI E OA IaCaDl e ANI

EAoS u00Ia0∣A e ONe Co A i o EAU EIa 100 !

U iADEi E u0EA 2 EaAe!

UIi S ED!0U 80cm 2 Ii2 IUA IO- OAaOOIA 0~30cm I AU IA ANI E0∣2 I0U iADIU AOaCo!

U 5.4.3 Io IA Uo ERA? I o 0O2 s 2EE!AaEu o ∣Ai AIo t E! AEe A2?AA Al OaAaNI   E?E E i 5.4.1 Ia A yO I 2 OUEe AEI2EE!21 Eec!

(o)IAO A UNI

U 5.4.4 Io 2E0AN1A uAeN1 0∣nN-IECaooO0 IEIEooOn IE Ioo S IEAyoo?i OO AO OO t EO-Oo!

U 5.4.5 Io AA sO ! i2e R! 0eER?UOUI OO 1 2U 0IiIA2 AU 10AN1A uAeN1 A 2?I   0∣2E0A Uo oEEA∣o o ! ODe AO1Aco 2 OaCoo AayOot 1/4〜1/3 !

U 5.4.6 Io IA uN1 A O2aon ENIU SAaDl OO AeNI(O   ) e y u0∣OAIA

Aa! a E! Ee 3! OIo t ECe?o 0Oi OO i 1a AN1 EIa ! c1 ?E U YAeNI(O )ONe 0 !

(o)IAO A UNI O A? A?OOAOe i2e

U 5.4.7 Io A UDTOtC 0∣OUE!IA O aE!NU ODD ONe E Aa i No ERA?oI i o EAU E!

U 5.4.8 Io I AIAeN1OOC 0∣2a IA A o ERA? 1y a0∣0eOOAAE1 1y E0∣0ER aEo ?OOAAao ERA?OU i No ERA?!A2 A I OOAU!

U 5.4.9 Io OUN1 1y3IOD0∣Ea i2e0DITEi ! AeA ! IA 2 AE ANIA EIOIoEc IOEI oCe?o0∣2EE! ∣OI e c!

U 5.4.10 Io  AeNI(O )Ie3EOOoo  A   2a  Aao ERA?oI aAU E   AEa EAU EoIN1

E  2 i 5.4.1 1a    ADICni N1   E e  ! Ne O2a a o0U o E0U 20    0∣Au a

IA  OaCo COEIO a2  AD!0U1a o OO  A 0.05 IaoI n!

X - 1.0S !Y 1a  1a O 5.4.10  C

ODoX !a!a2a A uO

O!a!a e 2i!

1 OIO3! U UlANI E ONe AEa U A la!

Ula U A UOUDT

U 5.5.1 Io A UlilUlA O UA 2es    O∣Ee AoaCo i2aA 2?i E e SolA

OuE 2 ODDoUDT! OOOa RoAAeS AAEa ∣O∣OAOCA OE A uN1 2oIn ∣O∣ ∣ AiOAoI n!

U 5.5.2 Io U YEe AOaCo U 3 3DDAA1 OaAA EO∣E U 33DDA EEDD A ala IoAA OaA OuO E3 OuDT O∣OaD 0y!

(2) sAA! SI

U 5.5.3 Io OuDT SAA O∣1OIs I A I13o2? O IY2? OO∣IU3EI AalA NI uIuA !

U 5.5.4 Io A U sO IsO Is IO∣AeO CuIs IO∣O2E3!

U 5.5.5 Io OuDToo A s1 OaCo sO AAE3 1 A OuITOOIi AAERl 3c!

UAuOA OAUCI

UO U O ala

U 6.1.1 Io DCo AAO∣OOD!DI AA!?OOA AA o 2I AAEeIaO ! Co ODIot A DCo?E2EOAODDI AA! O∣OA AAEe AIA tol 2E oec -1 22?AAAU oo c!

U 6.1.2 Io A uNO c1 ?aIUANO 3IEOAau A Au!

UtU OlA u?aIU

U 6.2.1 Io        ?aIU


I 3 ODOOIA OO o


O ! YIo?aIU OAOUA C A-2U! EA ?E2EOAI DI O2a AA oE Aa AA!

t! oaIo?aIU OAOU eIU eIiA Uol Io S sAAO 2a?aIU!

Ey! UoI?aIU OAOUEi3 A C ! 2EOA y ooaIol A OU aIoA E YIo?aIU!

U 6.2.2 Io O UEe AAAAa2? O A?aIU


AAOI!


U Y2 I A?aIUEi Eol AAIo t


EA IO?i! ?ENoA Uoa I Io OIUIi C ∣


YIo?aIU Al


2EOA AA c1


?EOUoa I


Io?aIUO o o


O∣2EOAO ANIaAa AA OO


sAAIE oI0uAe! AAoo ADUm


! EeAN?eIa O∣Ca3y0uDT!


U 6.2.3 Io 1 2U! o a11Ii u?O A?aIU OE2EOA?OOA AA OO 3ONO AOuIaDO OU C NO2aEI O∣A ∣Ai!

U 6.2.4 Io A Uol u?OIe1 oo O∣Ee AOaCo Oes! YoaAA Eol SAA ODD i2e ooA SAA U AOuDT1 EeAN?eIaO∣E 2?Ca3y.3 IU 0Ii2? O O∣NI n?OOAIiAI AO A? OO AEoEREi !

UEy U O A UliOt


Ii0tA I AI2 a ?EOUA uIa2?Ii ! AU2?IiIA EIIA aoIAa0∣Ee0A AE2a!

U 6.3.2 Io sAA0∣N!0A a02 o2 O C A AIIi0t! Ia2a0∣tAo 0U 1.0m

U 6.3.3 Io E AAIi0tA I oEe0A 2IAC 0lI SAA Aa cl OaCo


U 6.3.1 Io 2?IiIA IA!


oIA2?Ii


tAo?i E2


El


OED!


U 6.3.4 Io U IAilIAOA U

U 6.3.5 Io 0 A I AIi0t0∣IE

O ! ?e0|02aOOA 2 0∣0AD! ?eIiAuAIA !

t! A 2 OOIA A 1.5mA IElI ?? OAU OU0AD! ?e


AElOaA


OAaoaAA 0U 1:2     ?E2E0A Ao

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U UIaOA0DlOIoIA!

ooA0 2 all tAo sAA0∣0eIi0t

Ii! A?2aAIIion EOEIa 30--40Cm


A!


oDD!

?e a?OI


A?2aAIIion E2 OE o0U 30cm Ey!


I ODe OIi iI !

Ii


02aIi0t


2 AaoIEEI OUAi


?e


oAaIoIA 2 A


0 A I ANl OEN!0A00DIOn

U AAeNIAO 2 0∣o0U 5mm !

U 6.3.6 Io lUIsl 2U

A 2 OOIA 30cm AU Al 2U


ADoC OlIU

2??E2E0AA


UEA


i oA

NIA


EI30cm

AIAo


u!


A o0U2aon A 0.7 A


12~15t NIA


AU


I

2 OOI


0A 5cm OOIA

AIC i OuA


AUAA


AlA

NI


D AI OIi


U 6.4.1 Io A uNO 0 Io t N!OnoIAi A AA ITIooo


U 6.4.2 Io

O !

t!

OColAe

Ey!

EA!

Ia!

Au!


AA 0∣u Y 0A C 2E0A!

Ee A0∣uA


AA


a0UI A cl Ee AIA


AAI


aoI ODI!


3 cl US

t! AA2I y0∣I lyI03! ONe E


AUOU cl 0DOy

AA cl 00 I ! ODU

AOA YonaO


IAAD U IA t


AAl

2E0A AE A 0 Oa


a A

AA

ola

AA2I


AAUNU2 0AI


AAIaA ID!


?E0 Ia3o


e? !


yoI?00A OcA?


AA 2E aAe AEa Aa 2E Ae IoA AE A oEe A AEa Ee AIA


AEe A AEa e

A e C


U 6.4.3 Io

De0A Ae Oc U

U 6.4.4 Io


tAu    e!

OU DCo

NI u A

?00A AA


NO AA 2 ?E0AOO2e3y

U 6.4.5 Io ?00A AA

II Ae


Ey!

ol 2E A

EA!


O ! 0∣oEUO t! OE2E0A AA A


e C

AEa2I


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0A0U3C

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AO


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D AA 0D 00 0tIi iAyIA all!

A U


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AA


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ol


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0 AUD IU


IUAe ! Ae AU?


AaEe OuAIiIA   U


Oc


aAeAU


AA 0∣2E0A sC? EIi? 2AAI


?E2E0A!


U 6.4.6 Io 21 AAEe OAoUCD i OAAEe iAyIAoINO Ee A Ao a0-0oEClA o

O ! AAEe iAyIA 0 AAEeIa A alloIC? E O∣IE ODD OIo E ooN!0nEe A2I y t! CD i(AAEe)NO      0∣0 OO ll0i! NO aO23I E! 2aAi! UAiOO OIAER ?o

ODD 2eAE a UoI Ce?o E ooN!0nEe A2I y

Ey! OO2 I DloA AAAEe AO∣I lyODlO2?AA o oo ?E lOA!

U 6.4.7 Io AA O ODeO DDIODD A! AA O I3O 2E la3I! (GBJ201) AODlO Iila !

U 6.4.8 Io  O IAe   AOAOcA? 0 allIi O u2uEu Aon  EU E AaIaO∣AI o∣3I E

O∣I ly 0NeE   ! O IAe AOAOcA? 0 allIi O uOyAe AOn  EU ENI u3 3oAa0 DiO !

UASOA IO aIAA U CI

UO U O a Ia

U 7.1.1 Io IO aIA AOOAa Aa Oala EcIA o

!a! 0OIiIA o ?0uIA( OtA o)! l O I0u! EU iA o E0OIi N y o3E AIA!

t! NI OIA o O iIA 1m Ei AIA2aAUO EUNIA Uo A? oOU 0.3    AIA!

Ey! AoOIIA oIuERooI0OoAoOI ERooI0Oo OEo A sOoITO3O IA!

EA! aIYD0 AlA o UER t aoo a2uEu I o A3AIY A AIA!

AaEuI ADEe

U 7.1.2 Io

la AlAAa O∣nOOODlOla

ODD cl !

0 aOaCool ∣Ai

0OUO

a A cl Oa

OA AOOOUIO aIAA

U cl AK

Co

EcAAER! Nl

U 7.2.1 Io

! OlI E?E     la

?0uIAOAOUIiIA

AODlOOA Ula O DD!

UtU OOIilA

2 O∣o OD A ORAa2 IE IiO AaEO

A?2 O∣oOU

5

i oA 2

U 7.2.2 Io

O∣oOU 10cm !

AA c0 ?0uIA O I

Oa2eA

N yAe u! IiO

3E O! u0ED0! AU 3I

E!

NlEoD0oI O

3I E E! DeOa ∣Ai

?E2EE!

U 7.2.5 Io la

A ∣Ai e C

!

U 7.2.3 Io AuOAl O I0uIiOtA uO∣0 I0u AIE D0! OAA ol 0 OIAERO IU E O IiI ly 0NeND ? -  oooo?E lOA!

U 7.2.4 Io EU iA o2 AOA A uIiAI! Eo AA c0 EU iA    NyAey3 AAOI

-ly 0Ne OIo O  AaE ON3a OOaoIE ?E2 IA!

U 7.2.5 Io AA c0 0OIiIA O I ?EN!OAO0IA OO ∣Ai lAai Ee AC? EOa Co!

O ! A iAa o OAOU Cu3 0Co OIAERI I 1( OAa 1.0m O0IA) o EilA IEUolon E2oA ?0uIA! ?EOA 20~30cm 3 AA a EIoIA AUAAo EelAOD( O e AU) O0Ia S i2aIA AAU 3I E oEUIA uAaDI!

t! OO o o OAOU ∣Ai OIAERI 0U 0.8m O0EI AE0 a A OOO3D0IA! E IA! a IYD0 AlAol ?0uIA O0 l Aa UITOA allIi OI ∣ AIiIA! OERa AEiEOlA2a2 OE2E OA! o?e O0uOoANO0 Ee O22 OE2EOA!

Ey! On Nl o OAOU ∣Ai OIAERI AeOn Aa2 IOU 0.6m  o EUA?O3D0IA A ?0u

IA! l O I0u!

U 7.2.6 Io DAli ?0uIA! A OU OD Aa AlE 0 A OUoIoA UD !N1 y eoo OUoAoo DlNIA UAeNlOAOaCo AN1 E!

UEy U Nl OlA

U 7.3.1 Io Nl OlA A OAa U A As! NI OIAOA A uIiAI IAODO EUNlEYDio A? o UolNlA?2 A oOU5 AaODAENIo A?2 A oOU5 AoEaNIo A?2 A oOU 2 I EaNI

o A?2 A oOU 0.5

U 7.3.2 Io

!

AUA

cl

L EO

O∣OaoINIA? A uOEDO!

OCoEC

OITAaEU

OE AIiAI O∣u Y O AAooo! ERIA!

OO ECe?o I ly ONe o

2EOA A

o e c!

OA aIA IiAI       ao A?2 OeITOA

O∣NI n?OOANl

U 7.3.3 Io

E!

NI

OIAA

UOE2EOAA

IDI

A 2 AaOA OIAERI iD! SEU A E!

Eo i2 iODla

U 7.3.4 Io

NI

O∣Ee

OIAA

oAe2a

uO∣O u

AOlo

Ai?a

NI AA I EREIEy!

A Do cl !a I o EeA e s! OU2EOA

Ae2a A 0 I OAEUOa o oAe2a A 2? UAaA uOU ENI O !

U 7.3.5 Io NI OIAA U A OIAAAERlUOe OAaAAERI Ct 0De2EE! AEo e c!

U 7.3.6 Io Ia O IA uIA2? Ao NIA I ER oEeOA A oAe2a OEEeOUA 200IA 80cm Ei E I! EoODNIOI AI Ia aOU oAe2aO∣EeOU2uEuNIOI AEi EOOIA! I ERDO oAe2a AaEI IA A AE2a Ao AaA?2 A3 ly 5%! Aa Uon E?E2EOA 0.3~0.5m

U 7.3.7 Io A UE ?iAUO|2EOAI NU ANl e EEDD AO∣AIEeAa2a 2 O∣Oa3 DD A! EEDD AOeAI   o A aoI2? O AOl OAaER tEeA U OOa   ?EOA2 I ERDO2AAI a O!

U 7.3.8 Io NI OIAO-IA UIaEiEoIAIa o ERA?3 lyOoIT On EOU 1m OOAU ODeE 2? Ca3y IiE ! E Au! A Ou El ERDO2AAI!

U 7.3.9 Io EiEOlA UONCa3yOA OIAERI O∣IiI ERDO2AAI! Aa S EOAEU3 ly O IAERI OOEI 30cm    ?EIiIA!

U 7.3.10 Io E ∣I ERDO2AAI A OCo ?EOUA UIA2?EeOA2 I ERDO oAe2a OO eOlA I EREIEy!

U 7.3.11 Io A UO∣O2aAIIi A?2aIiIAon E O3DOIA2 A oOU 20cm O3DOIA2 A oOU 30cm !

U 7.3.12 Io A ANl OE2EOAOODINl e AeNl O∣NI n?OOAo ERA? HA Ao ERA? O u i No ERA?!

U 7.3.13 Io OU OIAERI S A OCo O3DONI OIAOEOUIA cl E DONI OIAOEOU o oIIA3o cl C?NI OIA OCo O∣OU i2ao NIA? IIAo cl !

UEA U AOOllA

U7.4.1 Io AoollA OC0 AA UoIUAaoUoe CI IA 1 31 A OlIl 3I0∣A D0 CI UAa sAA3 AU CA !

U 7.4.2 Io IU A IO∣IE OAA C C   AAERl 3I cl AUAU2 ANoAAAaAAER!

U 7.4.3 Io AoOIIA OC0 AA u?E2EE! IioAlA EeoA oAe2aOO AA IAo Eec!

U 7.4.4 Io IiAOI IA ?E A UlA A cl OaCo 0DDNl IU3o AIA2 0∣N yOU A UA 2a OOAa yER!

U 7.4.5 Io A OAAAERIo tIA AA u?EOAO-IAIiOt cl ODO∣uoIIAADla 0

O!EER uOE oOU2.5cm AIA?eO|D!OU40 !

t! OE2EOAA Oao ERA?(OUO   AlA u2?I IA Ao ERA?3 IE2aI ) AIA IaIi

OtOAIA!

Ey! EEDD A(A c)O∣OlI OO AOl OAaER tEeoI3aE A CoaAA2 AD!OU4 !

U 7.4.6 Io EEDD A oA C A OlIO∣2EOAA OA Aa AEe IAAIOt -Nl ooDI3EAU all2a Aaon EOEIa 15~30cm !

2EOAE AuAIAIOt O∣2oEeEUA?ERAaOeOO OlI!

U 7.4.7 Io Ii A I SAA A OlI ?E OOIA cl 0

O ! 2EOAEe IA OlI SAA On EO∣oOU 15cm !

t! OA CAoOIIA A I uluO 2a On E?EIa30cm !

Ey! A c?i E2 O∣D!OU2cm !

U 7.4.8 Io IAl A a O OAOUAoOIDO o 0OOE ∣ CAoOIIA AAI!a ODI ODEy OO 0

O !

A

U

2?aO OO AOlA I EREIEy 0O IiA

uIE

t!

A

UE

aOOO 3OA UlAo ERA?2 a!

Ey!

A

U

AaaO OO A ERE0EeA u!

U 7.4.9 Io AoOIIAA u?E2EOAERAa! O ∣OI Oo OAaIE DO!

O ! O ∣OI OAOUEUDOO y oOU7 AlA OOAA?2 OE IOU8 !

t! ERAa ∣OI AERAaOAA?OEIa4~8   !

Ey! O!aERAa ∣OI OAOUEUDOO y oOU 30 AIA! eol OA 2 OOeIA eoI uOE oo OU OERAa eOE!

U 7.4.10 Io AoOIIANl OE2EOAOODINlA uOU i No ERA?Io tIAAeNl OaCoNl

CaDl e A100 !

Ula U aIYDO AlA

U7.5.1 Io aIYDO AlAA uO∣OO OAAER! ITAUOUA UCIAUaoAA?loo O∣ AOl OAaER tEeA u!

U 7.5.2 Io AlAA U U ∣Ai O∣IA A aIYAaDIoIEe AOaCo ODD cl ! OAlN ! ?O R EA uOt O∣3l ∣Ai!

U 7.5.3 Io aIYDO AlAA U A OIAAAERIU AOe OAaAAERI Ct 0De2EE! AE0 e c!

U 7.5.4 Io AAERl Ct A YAA oOU 3 l CtOe3oER?U uO∣O1I OO A3aE !

U 7.5.5 Io  aIYDO AlA AAUU   EoIT2 AOOo OIAERO Ii Ee AITIO aOaCo

O OalACl OoaCo ?E2   IO a ∣Aι! OOO aIYDO AlA AAUU IAI OD o

OO uAeNl! tER aIY! OO o !    O R AU OlI! IiIA E!

U 7.5.6 Io AIAOA A uIiAI AaNl OaCoOeO aO3DOIAIaI ! Ia O IiIAO A? IiOtOAIAOaCo lOA3a OEA AlA oOU 10cm AIA?e ODe OEe 2 O∣OaOAIO AlA ANl o ERA?!

U 7.5.7 Io 3 DD A! EEDD AA 2 AAeNl?i EA 2aO∣3 3oEe A?i E 30cm ! A O 3ooIiIAO∣o OO A OAaER tEe!

U 7.5.8 Io AlAA I A sAAO∣OuA AA 2 O∣OeOO A AOl OAaER3aE !

U EOA   aEHA U A IAMeoe ! AU CI

UO U aEiIA U A ∣Ai

U 8.1.1 Io IAUU OIAER o OAaER AO Ii 3 3 a oly a I ANOONl ODe o DD ∣Ai!

U 8.1.2 Io 3 a oly a I A aEiIA u o - A I 3yO∣OC?A UAAER e Cla l O∣u Y OCoIO aoIIo t     U 8.1.3 Io~ U 8.1.7 IoN!OAO OO o OO UoI ∣Ai!

U 8.1.3 Io O- O -ElOEOAOU EOiEUOeEOOO I3a O A U! 2EOA UD oEEl IU3o aEi IA -El yIA A a E O u i No ERA? OUOuA Nl !

U 8.1.4 Io IiIAOEOAOU uODOAO IA oo ERA? OE A aOaIA O I! ?EOOE 2? Ii o2? O Ii! Iion EOEIa40--80Cm NIOO O I?E    Oo OEi E!

U 8.1.5 Io aoIAI ∣AiOEOAOU oEUAU! aOe U! OIAERI s! IAUoAE O I! a oIAIODIu O! EU O U oERAa OAA? OEiIA2ao ERA? oD! oOE ONeE 2 OEEUOU4 !

∣AiEi EO∣EiIA2aon EE 2 OED!OU 30cm !

A UEi Aa y I o OnE IEi ?E     OIA u2a AOaCo ∣Ai! OIAODOa?E2oEE

A? AA Ou! ?oOu UAo O El O IOu AaAa E?EOE ONeE !

U 8.1.6 Io   OIAERI o O iERI s A O I ?EAIEeAAER oAe2a!

U 8.1.7 Io   AA cO oAa yAaOO OCo 2 O DT I! OD A o    ?E2EOAIi o3aE

OU ∣Ai! DTOt S A Aa O∣E 2?IU3yOUAa oOEEe AIa3o ∣Ai e c!

O ! Ii o3aE OU o OAOU3 Ae yER AlY O AaOO On ED!OU 4m i2aITO2?C 3 A I AEilA O I! Ii OE2EOA2 O C A o ?e 3s c2 OED!OU 30cm ! ?eA I E3DoO∣OA IOD2??a IIoA 2aAcOl ?eA I 30cm ?EOAOODINlA uAeNl! Ii IE oo ?EIiIA!

t! EilA oAaOO AaOD I ooaAA   Ii O∣O s AO 2aIo I AO 2a Oo OI A?!

Ey! lOAE ! E AU ?EOAER3aI   OUAa2aIoAA3o!

UtU Oe CI

U 8.2.1 Io 2 0EeOe CI AA UI 31 OIU YI 3110 aoIAι 2AA U SolAlAIe O ?iEU CI !

U 8.2.1 Io Oe AU a 2AA CIAR O∣ODEEAIO II ! AIe3E0 IOU?aO I AO-Oo EO0E E0Ie3E 0 EaIU! EaIi! EaNl!

U 8.2.3 Io 2 OA uIiIA cl O∣2~4 OOEI AoaAAOUA Nl OO A yER! O E02 AUIiOt AlA O∣oNaA OO AOeER tAY!

U 8.2.4 Io ?aIUA C O|?aIU YIo ooaIoAAERl IOeER AA3o!

U 8.2.5 Io IOU U OAa A cl O I O∣OUA UlaEeAAEREe C AA3o yER!

U 8.2.6 Io E!IA?O o ODE!IA O I O∣O- OAaAAERI 13 00AAU AAEREe C AaE!IA I AU yER!

UEy U AU CI

U 8.3.1 Io OcOlA UAoIAADo 10 IiOOEI IOU - 3 !a Ia AU! A U AU c1 O∣OA AU Cl o e c!

U 8.3.2 Io ?aIU 3IA ?E2EOA UD oEElAU3yiAa32a IU EeAeSA  AeNl3E

DI! EC EO i2  EeAeS IA aC O∣2U AaAUEE o2C AOl 3 a!

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U 8.3.5 Io   OIaA uAoIA sOU-5 !a

IilASE2U


ITOA   IOU-5 !a Oo2 A3 IyIAAD yO !

IA E        I (!a)

____________Ii IA S E (m)___________

(-5)〜(-10)

4.5

(-11)〜(-15)

3.5

(-16)〜(-20)

2.5

U 8.3.6 Io OAE ! E Au! ?eIiOtA U IiIA S E2 UAoIAIo tITOA!

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U 8.3.8 Io IiIAooA AIOt S AAaoIs A Aa AA U NI uOA 3IAIiOt! IiOt 3IA AA I Ae2 AAIOt S A Aa o I s A Aa iOtC O∣iNeIiIAAU E uoI U 5.4.1 Iola oo2AAUAIOt!

U 8.3.9 Io A2 OOIA 1m I AU 2 AOA 3IAIiOt! IiOtA U A 3IAo A?2 A3 ly 30 ! 3IA?eA 2 A oOU 5cm ! 3IA ODeOeoAlA2oOE NI U OD lOA!

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U AOA A UI 310 A?Ne 0 e

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Ai -OONeol n2 ioANe O ODooo ?E ODDlA Al Do!

U 9.1.2 Io Nel 3I ODe S   cl IAOi!    i! i ODo IeOUACI O

CA e s! AA E OE CA AaEU OO2a O CA E!

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O A U O Di A 2i                        i 9.3.3

DooA

Ii A?

O DiA 2i mm C

iNeA A

iNe

i (m)

a y

1

A ODIs e S!u

+50 -200

20

3

OAER OCNooa I

Aa2aA? o! OD!

OO O a

2

A

U ?i

A C IUEi !U 3m

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____________-0____________

20

2

OA3sA? Nooa I

AaOEA ODDAIoA

S A? 1 a C

A C IUEi 3m

+200

__________-50__________

20

2

Ii

2 D!OUEe Ala

3

SAA

2 OUEe Ala

20

2

OAAA E3sA?A?2a

A? 1 a

oOUIiA?A ADOD!uOs AoI nA ODe i 100 OOIAI !

UEA U A 2

U 9.4.1 Io

IA! A

2 ODeOA 12~15t NIA UAeNI iNe

AaAO 2 A

oOU 5mm !

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OA2

ODeC i OAU 2

AOD?O2UolEE

!

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IAO A 22

AOD -!Ei!

AeA ! 2 AE!

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A OAEU2a3 a!

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2iO∣uoI i 9.4.4

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Di A 2i

i 9.4.4

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IiA?

O DiA 2i

___________iNeA A__________

iNe

A 2(m)

IAA 2

(m)

I (m)

a y

1

A ODIs e s!u

!A20

!A20

20

1

OAER 0C2aA?

2

AOuE

30

20

20

A ?i (m)

9

3mO 3s A?E! i

o a

9 ! 15

3

?i E

+100 0

-+200-0

40

1

4

OaAA

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!A 20 C02 oOU!A 0.3%

20

A ?i (m)

9

9 ! 15

Ula U SAAOl SI

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U 9.5.2 Io   SI EI?UlSoI OuAeO E3 1 A Ou AAER3cI !

U 9.5.3 Io   SI ! SAAo DiDT2iO∣uoI i 9.5.3 AIa !

SI ! sAAO DiA 2i                 i 9.5.3

序号

项目

允许偏差 (Jlnn)

检验频率

检验方法

范围 (m)

点数

1

也坡坡度

不陡于设 注规定

20

Ξ

用坡度尺重每 側边坡各1

Ξ

构底标咼

±0 —30

20

Ξ

用水准仪测重 每侧边构各1

3

钩底寛

±10

20

Ξ

用尺重每側边 构各1

U 9.6.1 Io Aola AE ODeAa E E Iiot AUAU !

U 9.6.2 Io

O iOuAe uOE

i?i uoIOaC

o l

i2

A?OlA!

INAa!

U 9.6.3 Io

O∣O2aAoOt 2a

aO oI OAU

ODe

i i :

!

U 9.6.4 Io

3A i ODeO E3

EIIAlaI !

U 9.6.5 Io

O Anll t! DlER?

! AE2a!

AEREe C

E ODe

uoIEe AOaCo!

U 9.6.6 Io

EAo ?e2 AEE

! tAool

!Eu!

U 9.6.7 Io    AA! A! AaC ! 2IAC O DiA 2iO∣uoI i 9.6.7 AIa !

AA! A! AaC ! 2IAC O DiA 2i i              i 9.6.7

项目

允许偏差(mm)

检验频率

检验方法

浆砌料石、 砖、砌块、 挡土墻

浆砌片(块)石

干砌片

(块)石 护底护坡

范围 (ɪɪl)

挡土墻

护底护坡

1

※砂浆 强度等级

平均值不低于设计强度等级

见注

Ξ

断面尺寸

± 1 0

不小于 设计规定

不小于 设计规定

不小于 设计规定

Ξ 0

2

用尺重宽度 上下各1

3

顶面高程

±10

± 1 5

Ξ 0

2

用水准仪测

4

轴线位移

1 0

1 5

Ξ 0

Ξ

用经纬仪测 重,纵横向 —点

5

墙面垂直 度

0. 5%H 且还关

0. 5%H 且还3

Ξ 0

Ξ

用垂线检验

6

平整度

料石

20

3 0

Ξ 0

Ξ

2 m直尺 靠重

砖砌块

10

3 0

7

水平缝

平直度

10

3 0

Ξ

Em小线 检验

8

墙面坡度

不陡于设计规定

Ξ 0

1

用坡度尺 检验

9

基底高程

土方

±30

±30

±100

Ξ 0

2

用水准仪测

石方

±100

o U iOD ElalIOtli S E Io mm

U

AoAN Ala n?E2IOO

Ao?e Ala

U

ollOtIi oA? 50 A

A AoIaOA O e(6 ?e)E    O?e AaoI EaU O2O∣

OA

O?e

UE

C? E OE O?e AA

uC? E2 IOUEe Ala EIOaO e O?e AC? E i IO

2 IOUEe Ala A 85

Y iODIiA?A ADOD!uOs AoI nA ODe i 100

!

UAU U


o allli


A O IA AI3O OAa OeO-A UlA OAa OOlIOl

IA AI30 OAa Oeo-A UlA OAa OoIIol ι                    ι 1.1

_____统一分 美 法_____

________原路基土分类法________

符号

±        名

S

±     名

颗粒组成(%)

性数Ip) 塑指E

液限 Wy(WL)

砂粒(0.074 ZmjlI)

粘粒 -≤0. OOZjnjn

Gi包括G-. G-F

GF) GS(G-S)

砾(包括不舍、,簿舍或舍细粒 土的砾)碰质砾(微舍碰质砾)

1 . XX 土质砾石(>Ξmm) 颗粒⅛m>50%

S〔包括 S., S-F, SF) SG(S-G)

砂(包括不舍"微舍或舍细粒土 的砂U砾质碰I微舍砾局碰)等

Ξ .砾石g⅛X X±(>Ξ≡) ⅛⅛⅛150%

Ξ

Ξ

粗瑯土 ¢0. 5~Wmιn) 颗粒含⅛>50⅝

3 .粗砂土A0.5ι≡) 籁粒含⅛>50%

>80

>95

中砂土 ¢0. Ξ5-0. 5≡) 颗粒⅛m>50⅝

4 .(>0. Ξ5≡) ≡⅛⅛⅛> 5 0 ⅜

80 95

Cly

(<1)

<16 C<16)

Ξ-F

含拉的少 微细土 5

细碰土 (0. OT50. 0Ξ5mm) 醵粒⅛⅛⅛50%

5 .细砂土 (>0. Imm) 新粒⅛⅛>75%

6 .极细砂土AO. Imm) 轍粒⅛⅛<75%

SFL

含低液限细粒土的碰

7 .粉应砂土

50—80

。〜3

<7(<10)

<Ξ7(<30)

8 .粗亚砂土

>5也粗砂多 芋细砂

3—10

17 ¢1-10)

16—27 (1630)

9 .细亚砂土

A 5%细砂多 芋粗砂

3IO

17 ¢1-10)

16—27 ¢16-30)

FL

低液限细粒土

1o.粉扇亚砂土

20 50

IO

<7(<10)

<Ξ7(<30)

1 1.粉土

<20

Io

VT(VlO)

<Ξ7(<30)

FL

Cl

中液限

细粒土

中液限粘廣土

1W.粉僚轻亚粘土

<45

Io 20

712 ¢10-18)

27—33 (304。)

MI

中液限粉应土

1 3 .粉应重亚粘土

<40

Ξ0~30

12—17 ¢18-27)

33—40 (4050)

FL

CI

中液限

细粒土

中液限粘质土

1 4 .轻亚粘土

>45

45—50

IO 20

712 ¢10-18)

33 (30 40)

Ml

中液限粉质土

40 4 5

ΞFI

ΞCI

含中液限 细粒土的 砂

含中液限粘吁土的砂

1 5 .重亚粘土

>40

>50

20 '30

12—17 ¢18-27)

33 40 (405。)

SMI

含中液限粉廣土的砂

FH

CH

高液限

细粒土

高液限粘原土

1 6 .轻枯土

<70

<50

50 70

30—50

17—27 ¢27-43)

40—54 (50 70)

MH

高液限粉应土

SFH

ScH

含高液限 细粒土的 砂

含高液限枯质土的砂

含高液限粉质土的砂

FV

CV

很高液限 细粒土

~很高液限液质土-

IV重粘土

1 7 .重粘土

<45

>50

>27 043)

>54 (>70)

W

~很高液限粉吁土-

o U iOD Wi Ip O eIaOA0oEUITAaoI2a 0C2a A AOolT IaO∣AEUDOO y!

U Wy IaOO 76g 3AEeEi E 10mm 2a A AOoIT!

U IPIaOA elo 2a EUIToo 2 AuOA WyCo A AEUDOO y!

标准分享网www.bzfxw.com免费下载

AtAUlA CI VaIUANO 31 E OAa

A UlA CI ?aIUAN0 31 E OAa ι                  12.1

分级

分类

土质各 称

开挖方法

I

砂类土、种植土、中密的砂性土及 粘性土、松散的粘性土、含有直径 釦顾以下的树根或灌木根的泥炭土

用啣蹬氤,一下到底

II

水分较大的粘土、密实的砂性土及 朽性土、半十姬的黄土、含曰直径 釦顾以上的树根及灌木根的泥炭土 石质土(不包括碎石土及漂石土)

部分须用镐刨松,再用戲挖或 连蹬数次方能挖动

III

ɪ

砸粘土、密实的硬黄土、含土较多 的碎石土及漂石土、风化成块的岩 石

必须全部用镐刨松后才能用锹:挖

A Ey IA AO ERA? EO A?2a

0 ! OA I

0A0U2a IA Ao ERA? Eo A?!

t! A o

1.0AlA ONUoU 105 !A5 !a Oa E2a o ERA?! 000 ElA ONU AO A? U O E i !

2.IA AE0 A? C N2alyo ERA? A ElANUOU 550 !a A sIAA OD AEOoo 2a AaO A?Ee A? 2 000 ElANUO A? U O E i !

Ey! OCA Ee

1.oaIa!a!aAU?0OAoaIA0U 105 !A5 !a!

4.IiA !a!a DA?OAEUIa0.01g 3AA?0|0eNUA OEYA UA?Ia 0∣!

EOiA !a!alcAaE 0Nu0A!

EA! 0Nu

I A IA0∣IE UEe D!0U 5mm AlAA 0AEA O OEU 0Nu EUDe yA? 2 N EU A0U0D C AEYA OD00 AER OEe !

Ia! o ERA?2a

1.2U 2 Oe

IE3A - oE0( ooa E)ly AEYA A?(A C) E ooN EU3AEeIANu(A C3A)! 03D0 UD0IA3A NU 15~20g E IA3ANu 20~30g ! o?a C 00U 105 !aoa EOAoaA?! 0oaIaODE!3o IANUEYA 0U E0iA ODAaE oo 3AOAoaA?! 3AA? EOAEUIa 0.0lg !

2. AEa

OAlA AEalA Ao ERA?

含水量旳=湿土样质量。-干土样质量怎)


干土样质量②


×100%


(附3 —


I)


Au! EO A?2a 1.2U 2 Oe

0N2alyo ERA?( OoU 105 !aoa EAaE ) A ElANUA E C AOo Ao AoU SlAA OD Oe O EEOA 550 !a 3O IeE 0 IaOl! CEl CO OU EOiA ODAaE oo 3AOAoaA?! 3AA? E OAEUla 0.01g !

2. AEa

OAIA AEalA AEO A?

EO A?(550 !a    )

烘干土样质Ife)- 55CC烧灼后土样质量te) 烘干土样质量

×100% [附 3-2)


As! a

o2a O IA NUA yA?O|u Y

DeOaOo O R


E2aDTOy3AA? E!


A EA IA A ONe

0 ! OA I

OAOU2a OOI AIA! o AUlA E Ao ERA?Oe EAU E AlOI O OE IAAiNo ER A?OeIaO|AioEAUE t! A o

ONe OCaDI! OODI ONe ! 2EOAAAOO O∣uY la Ala ol 31! ?AN ONe A DeOaN! ! IANu2 OO lOA!

ONe    OOAaol OAIOAA?                        i 4.1

试验 方法

类别

锤底 直径

(CJn)

锤重 (Kg)

落咼 (Cjn)

试筒尺寸

每层

锤击

次数

试料 m J=L 用里

(Kg)

内径 (Cm)

(Cm)

容积 (Cm)

轻型

I . 1

5

Ξ. 5

30

10

1Ξ. 7

997

3

Ξ 7

3.0

(I法)

I . Ξ

5

Ξ. 5

30

15. Ξ

12.0

2177

3

5 9

6. 5

重型

II. 1

5

4. 5

45

10

12. 7

337

5

Ξ 7

3.0

(II 法)

II. Ξ

5

4. 5

45

15. Ξ

12.0

2177

5

5 9

6. 5

Ey! ONe E OAOUA D!OU 5mm AIAAI 02 OAOUo 5mm OOEI?AA AoAUIA!

A oOU 5mm AlAOoD !OU UIAOO A 30 OAD! OI2 oOU 30 OA o OI2

EA! OCA Ee

1. e OC( I 4.1)

2.oa Ela   EoiA

3.IiA o DA? 0.0lg

4.1 30 o3AA? 10kg    DA? 5g

5.02? E o?   5mm


(O )     12

a)D!     12(0    10cm); b) o     12(0    15.2Cm)

1-I 12; 2-      12; 3-    a; 4- a?e

(I : mm)



(t) OlE

a)2.5kg     (Aa S 30cm ); b)4.5kg     (Aa S 45cm)

1-Ia 0; 2- 12; 3-02IeA a; 4-

(I : mm)

I 4.1 e OC

EI CEIEo a2 oEUAI2 AAAI0 I a   ioAAUly0l.

A? I0 800〜900g(AaA?0|l    oo A 0Nu E0U oA0 s0UI2 S AEy OORO ) Ia2a

A? I0 400〜500g(AaA?0|l    oo A 0Nu E0U oA0 s0UI2 S AIa OORO )! 00U o 012 IE

a?e AEeI2AU aEI Ia2a A?2aDe 0Nu0 900g(I A IA)~ll00g(ODA IA)    Ey2a

A?2aDe 0Nu l700g o00! OUA iAa 2 E0 0Nl o Eoola A y ODD U!a2aIA A                0∣00E lO AaIA ODe u0E O2 0U 0NuAa! U0 2a Ieoo

0Nu2aAa! A-A ! E oo0U EII 12 OO EI o ODDAaOa 2aIA A ! D!0I2 oo 0NuE0 s3oI2 2 o0U 5mm o 012 oo 0NuE0 s3oI2 2 o0U 10~40mm !

5.0ADTlA NOI I2AU UI lI l 0Nu0eI I2INAeoo A 2 E!IAI 12 AeI2 I DAI

A 0Nu 2e3y a 2A I2Ia U 3AA? E OA 1g !

6.0AlAlAA IA3oI2AU 0Nu 0 0NuODDA ∣E!Nu2aAao ERA? AEaOA 0.1 ! 2a OER A?0A 0Nu A yA? IA ila E!3o0D U iD0 AIANu!

7.AiE! OA AlANU U2 Io ODDE ER! eol A? I0 0o 0 1.5~2 Ao ER A?! e0Eoo EI o2 Oe ODDAaEUo ERA? 0Nu A 0Ne OOA0t aO A?AU E2 0U0o 0Ia Ol!

2a o ERA?0A 0Nu A yA?                            i 4.2

i oA (mm)

0NuO A?(g)

o

_y________

<5

15〜20

2^^

0 5

0 50

1

20

250

1

___________0 40____________

___________0 500___________

1

Au! AEa a

1. IA AEa I oo A EO A?AU E o

Pd

OD Pd!a!a EO A?AU E

P0!a!a aO A?AU E ∣0!a!ao ERA? !


p0

1 + 0.01ω

g/cm3

g/cm3


4.1 C


2.00 Eo A?AU ElaYUe o ERA?Iaoa U e aOA Eo A?AU Eoeo ERA? AIol Culs(

I 4.2) CUlSEl aO a A Y! oa u e O eIa i o EO A?AU Eol i No ERA?! ECCUlS2 AU a 3oA 10 A aO a 0∣oDD21 a oOO o!

3.EoDe0a ?E IA   AEa?OAola y EOUAa A EO IS 2 Oa UlS a0Uo ERA?0e EO A?AU

E A10I I EI 00 E I( 14.2)!

P广壬光   (1 22)

pT100

OD   Pd !a!a ONu A EO A?AU E g/cm3

V !a!a?OAoIa y

P !a!aIAA AO A?AU E 00UOD?AA IAon ?AA IA OoIaIAOD OI ?AA A i oIO A?AU E g/cm3 ∣0!a!a 0Nu Ao ERA? !

OD


dmax !a!aD Oyoo AioOA? EAU E g/cm3

dmax !a!aOAA   D!OU 5mm AlANU ONeEU A A i

o EO A?AU E g/cm3

AEaOAQ.01g∕cm3!


P !a!a OAIODA oOU 5mm ?AA AUOy

P !a!aA oOU 5mm ?AA AA Ia yOOA∣AU E

i No ERA? IA DOyo

W0pt=W0(1 -001P)+001p wn

OD    w0pt !a!aD Oyoo A i No ERA?

w0pt !a!aOAA   D!OU 5mm AlANU ONeEu AAiNo ERA?

P !a!a OAIODA oOU 5mm ?AA AUOy w!a!aA oOU 5mm ?AA AlUERA?    !

AlaA UlANI E ONe

O ! OA I

OAOUl OIO3!2a IA A EO A?AU E! o ERA? O o AEaNI E!

t! A o

EO A?AU E o ERA? ONe OO aO3DOIA2EOA ! O 2 O CDEEEO3 OuIaDO AlA

Nu?E2EOAA a OE O IA OAAOIA 2EOAlaE !

Ey! 2a EO A?AU E o ERA?

1.OCA Ee

ONeDeOAIAADOCA Ee :

2.2U 2 Oe

AN OEAi 0 OUDD !

E OA 1.0g !

3. AEa      a

OolA AEao ERA? EAU E

含水g=土样湿噥就质恥


×100⅜


(5.1)


干宰陟=土样干质量怎) 土样体积(Cm3)


EA! A a


2a Eo A?AU E o ERA?


(5.2)


1.OCA Ee

2.2U 2 Oe

A A EoOtAA EIODAoAY DeOAEEOe IAAAoAYOUOA A Ii3a0e?   I?A ? ?U!

3. AEa      a

(1) IA AEa aO A?AU E EO A?AU E

5.3 C

m W - m m W - m 0 ------------------— ------------------

P P


I Wt                           I W

P d

=P 0

1 + W

5.4 C

OD

m0 !a!a O tO A? g

mw!a!aA a O tO A? g

W

m !a!aA a O tERODO A?

g

PWt !a!a ?EROU T !a AAU E g.cm3     E OA 0.001g   cm3

PW !a!a AAUE g/cm3 ?E2E0A 0.92g cm3

∣0!a!ao ERA?

P0 !a!aIA A aO A?AU E g/cm3

Pd !a!aIA AC O A?AU E g/cm3 !

⑵I OOt ODDA DD ONe E!AaEa OA uO E!A I D! y AaA ulo2i2 A3 ly

0.O3g∕cm3 !

Ia! IaE 2a Eo A?AU Eolo ERA?

1.0CA Ee

ONeDeoalAADoCA Ee o

2.2U 2 Oe

A,IAAa2 0 1IA

(1)OU ONe 0 a 2uA Aa yO 40 !A 40cm2 AO ?e OAa! EC i2eIiIAN1 AU E 0∣N1 IA2a2uE O2?O AaEi E ODeOa o 1 O?0 AU i  1a AE!IAEi E!

⑵3A A?E AEYA OO-ODA?E O A?! OCA AOU2uA  A OAaEl 0A1I A   I   I OA

1I ! A?E -AC IiEeI y IiAUoo AA OAC  !Ac UA cI2(IT C  ?E2 0A

A cI2) O O eO2DIIu2uI OUI IaAa O O0AO 3s1IA I ElE Aa 1E Aa0eI sO AeA !   1IIA AA?E 0Ee eO2DI AIu2uAU 1 OA?E EYA 2Aa! 3AA?E EYA 0 U

O I 0aE A?!

IU?0 0∣I0 eD!DA ONEE   A ONuE 2?E!3o! IU3o A ONuE 2? OEe ONu AEYA

ONu3AA?(AaOD UA I AU2DAo AEUA?A?E )! 2 E! s0D U iDO A ONu  2a Aao ERA?!

E Aa OA0eAc EIO AeA       213aO Iu2uA?E (O 300cm2) OO?OOAA?E IAAaEU E

OAIa E! o I ?iIiAu iooAc ODA?E E 2? A?O!

O ?0 3s C                                     i 5.1

ONu i oA

(ii)

_________________________O ?0 3s C________________________

O ( ii)

_____________Ei E( i i)_____________

5

150

200

40

200

250

__________80__________

____________250____________

______________3^0______________

O O0AO 3s1IA I EI AE Aa 1E Aa0eI sO AeA ! 1IIA AA?E 0A eO2DIIu2u 0E! oo E 2? 1 OA?E EYA AU! 3AA?E EYA 0UtI 0aA?E OO!

C (m4 - m6) - [(m1 -m2) -m3] p0 =------:

m2 + m3 - m5 m] - m?

Pn

5.6 C

OD


P0 !a!a aO A?AU E g/cm3

Pd !a!a EO A?AU E g/cm3

m1 !a!aA?E EYA Oo-ODA?E O A?


m2 !a !aA?E


EYA


O Uo I


OaA?E


m3 !a!a OI


ODE!3o AA?E O A?


g

O A?

g


m4!a!a ONUEYA m5!a!aA?E EYA m6 !a!a ONUEYA ∣0!a!ao ERA?

Pn!a!alu

PS !a!aIU

A. OAaO HA

O Di2


O ONuO A? g

t I OaA?E


O A?


O?OAUIiE


A?E AA


OAI


O?OC IuI


OolA o2


AUIiE


Oe


oDD2U


uO A?AU E g/cm3

A?E AA uO A?AU E g/cm3 !


ONuO A? 2 E! sOD U iDO ONu 2a 0 ERA?!

m4 - 6

P0 = ^m;

Pn

OD m7!a!aA?E EYA AaOa UoAl C !

O OaA?E O A?


3.   ONeDe ODD t IA DD2a E!AaEa OA

Au! Nl E AEa

1.Nl E(K) AEal

K = P d × 100%

P dmax

OD     Pd !a!a EO A?AU E g/cm3

Pdmax !a!a i 0 EO A?AU E g/cm3 !

5.7 C

5.6 C uO !

5.9 C


2. AEa alu E 0.1 !

A AU NO

VaIUANO 31 E OAa

NO

?aIUAN0 31 E OAa i

i 6.1

分类

岩石名称

Im所需时间

(Inin)

爆破1立方米所 需炮眼深度 (In)

开挖方法

1

Ξ

双人 打眼 【工日)

路堑

道坑

隧导

多种松软豈石,胶结不紧

较坚硬的泥灰岩,块石 土及漂石土,软而节理较 多的石灰岩

<7

<0.2

<0. Ξ

<Ξ.0

部分用橇根或十 字镐及大槌开挖 爵会用B⅛⅛ 开挖

硅质页岩,钙质砾岩,白 云岩、石灰岩,坚实的泥 灰岩,软玄武岩,片麻岩 -正长岩,花岗岩

≤15

7—20

0.2

1.0

0.2

0.4

2—3.5

用爆破法开挖

硬玄武岩,坚实的石灰岩 大理岩,石英岩,闪长 岩,细粒花岗岩,正长岩

>15

>20

>1

>0.4

>3.5

用爆破法开挖

O 1 !a!a a OaNoo OoI eel    e 000

2 !a!a a   eN0A0I aeel    e 000!

A AS Nl OlA A OAa

Nl 0IA A OAaEcIA o

(O)NIOIA oNIDOO OAai                      i 7.1

________NI 0IAAu3A________

cl-1∕so4-2

(co3-2+hco3-1)∕(cl-+so4-2)

AENINI OIA

NCAENINI OIA

NCAoEaNINI OIA

AoEaNINI OIA

I EaNINI OIA

>2 2-1 1-3 <0.3

--

--

--

--

--

>0.3

OAe 0 Ao A?OO 100 C ElAAU A c/1000 A? A!

(t)NI OIA o NIA? OAa i                             i 7.2

NI OIAAu3A

_____________IA2a AA Uo NIA?(OOO A? AUOyA)____________

AENINI OIAOeNCAENINI OIA

AoEaNINI OIAOeNCAoEaNINI OIA

EoNI OIA

0.5〜1

0.3〜0.5

ODNI OIA

1~5

0.5〜2.0

C?NI OIA

5~8

2〜5

IyNI OIA

>8

>5

AENl OlAA U s3o3 AU OlAERl iD! S E

Nl OlAA U s3o3 AU OlAERl iD! s E ι                  ι 8.1

A UlAAU3A

____________________________iD! S E(m)__________________________

EoNI OIAoI0DNI OIA

__________C?NI OIA__________

0DE ! I E

1.0~1.2

1.1~1.3

E DOIA

1.3~1.7

1.4~1.8

O3DOIA

1.8~2.8

2.0~2.5

UDOIA

2.1~2.6

2.3~2.8

A A IaOAEA

0 ! Ia a0U0U0 DD e IolA Coeoy OoUoaCoNl n3I E2 I AoA E A EClA o

OyAa 2E0A! ODe!

Aa 2E0A! Nl u! !

OyAa 2E0A! 0∣!

Aa 2E0A! 2 0∣! o! 2 A! !

Aa 2E0A! 2 0E! !

t! IoIA0D0 A ODe AaEUODIo e 0 DD AD   Ia ! 0∣!-!-0 DD! o! 0∣uoI!-!-

A0aCo( ola )! ! C ODe Eu0    A e 0 DD AD Ia ! ?E2IOO!-!- A0aCo( ola )! !

OE A

IaOal ! 21 O I olθ 0aAe2YEEAu

0 a I oI 2 D DOtl 3IEe AND ?EU

2I 0 I o AI oN ! Ii o DOtl 3I 0! Ii o DOt0 l E ! la0Y DOtl 3Il E ! C D DOtl 3IND ?Eu! C D DOtEAl E ! 00Ci DEi Al 3Il E ! 00Ci D3C 0! EIo DOtl 3IND ?Eu! lt u o DOtEe AND ?Eu! EoNo DOtl 3IEe A ND ?EU

0 0aAe2YEE o AOa! 0UIU a

1

0Ne alu o ERA? E    0.1     O A?AU EE!A I D! y(g∕cm3)!

2

  a0∣A 2E0AoIOO !

As! E A

i No ERA? 0 U 5   ! 00UI IAA a EUD0O y I o AE AUlA Aa i No ERA?0 0U 10

o00!

?E002 ODDD Oy)!

i o EO A?AU E IA D Oy o

P max = P max(1 -0.01P) + 0.9X0.01PP             (    4. 3)