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Unit 1-SKP.pdf

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  • 8/10/2019 Unit 1-SKP.pdf

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    & A

    1.1 ?

    1. () !

    2. A .

    3.M G E4. G :

    D

    ( )

    . F. 1

    . () / ().

    F. 1 : ,

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    1. O.

    2. C .

    3.M , .4.M , .

    1. , .

    2. .

    3. .

    4. , .

    1.2 ?

    .

    1. P

    2. P

    3. P4. P

    5. H

    6. A

    7. NL

    8. P L D

    9. L D

    10. D

    11. D

    12.

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    , ,

    ,

    1. C

    2.

    3. P M

    4. C

    1.3 ?

    I P, E , M, G

    H. M . G E

    .F ,

    . B, G E,

    .

    G E C E. ,

    .

    1. G E

    .

    2. F , .

    3. G

    .

    4. B , .

    5. F , .

    6.M .

    7.

    .

  • 8/10/2019 Unit 1-SKP.pdf

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    8. G .

    9. ,

    . C .

    1.4

    G E.

    1. F E

    2. D E3.

    4. E P

    5. E

    6.

    7. E G

    8. E G E

    9. G I

    10. M11.E

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    F. 2 G .

    F. 2 : F G E

    1.5

    , F

    , . 1

    .

    75 75

    & C , G, C, B .

    P P

    A

    D ,

    M M , ,

    & &

    P (, &

    )

    C (, & )

    Earthquake

    GeotechnicalEngg.

    Environmental

    Geotechnics

    Embankment

    s

    Slopes

    RetainingStructures

    Tunneling

    Deep

    Excavations

    FoundationEngg

    GeotechnicalEngg.

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    1.6 ,

    . I

    .

    .

    M . B I

    , .

    F,

    .

    F. 3 : G C

    1.7 ,

    .

    / . H, (

    ), ( ) ().

    H, .

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    A I

  • 8/10/2019 Unit 1-SKP.pdf

    8/23

    =

    =

    =

    =

    = A

    =

    B

    C

    F. 4 :

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    1.8

    .

    1. C ()2. ()

    3. P ()

    4. D ()

    5. A (A)

    6. P ()

    7. B D ()

    8. D ()

    9. D ()

    10. ()

    11.D ()

    12. ()

    13. G (G)

    14. G M (G)

    15. (D)

    E

    .

    1.8.1 ()

    1. I .

    2. I M C.

    3. I . I (

    ).

    4. I

    .

    5. I , = 0.

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    6. C

    .

    7. ,

    .

    8. I . I ,

    = 0

    9. H , ,

    .

    1.8.2 ()

    1. I

    2. I . I .

    3. I

    .

    4. N, .

    5. , ,

    .

    6. I . H,

    .

    1.8.3 ()

    1. I .

    2. I . I .

    3. I 0 100 % (0 < < 1).

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    4. ,

    .

    5. I , . B

    .

    6. L ,

    .

    1.8.4 ()

    1. I .

    2. I . I .

    3. I 0 100 % (0 < < 100 %)

    4. I .

    5. I , = 0 = 100 %. H,

    , , 100 %. I

    , 100 %.

    6. I .

    1.8.5 A (A)

    1. I .

    2. I . I .

    3. I 0 100 % (0 < A< 100 %).

    4. I .

    5. I , A 100 % A 0 %. I

    A 0 100 %.

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    6. + A= 1

    7. I .

    1.8.6 ()

    1. I .

    2. I . I .

    3. I 100 % (0 < < 100 %).

    4. I .

    5. A < A.

    6. I .

    1.8.7 ()

    1. I .

    2. I I , N/3.

    3. I 12 24 N/3.

    4. I ,

    . I ,

    .

    5. B . I .

    1.8.8 ()

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    1. I .

    2. I I , N/3.

    3. D .

    4. D . H,

    .

    5. K , .

    1.8.9 ()

    1. I .

    2. I I , N/3.

    3. I .

    4. I . H,

    . I

    .

    1.8.10 ()

    1. I

    . H, =

    1.

    2. I I , N/3

    .

    1.8.11 ()

    1. I .

    2. I I , N/3 9.8 N/3.

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    3. I .

    1.8.12 ()

    1. I .

    2. I I , N/3.

    3. I .

    4. = satsub

    5. I .

    6. I , . N

    .

    1.8.13 ()

    1. I .

    2. H, .

    3. I .

    4. N, G 2.6 2.75. O G

    2.

    5. G .

    6.M , G

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    1.8.14 ()

    1. I .

    2. I A G.

    3. I .

    4. I G.

    5. I .

    1.8.15 ()

    1. I D I.

    2. I . I .

    3. D 0 100 %.

    4. I .

    5. I .

    6.minmax

    max

    ee

    eeD

    r

    =

    7. I , .

    minmax

    minmax

    dd

    dd

    d

    d

    rD

    =

    8. D= 1, D= 0,

    .

    2 : I

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    (%)

    0 20 L

    20 40 L

    40 60 M

    60 80 D

    80 100 D

    1.9

    1

    A 18 N/3 8 %.

    C

    18 %. ?

    A G = 2.7. (J 2006) 8 M

    D

    = 18 N/3

    = 8 %

    G = 2.7

    = 9.8 N/3()

    3/67.16

    1mkN

    b

    d =

    +

    =

    587.01==d

    Ge

    V

    Ws

    d =

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    H, 1 3 , = 16.67 N

    I = 8 %, = 0.08= 1.33 N

    I = 18 %, = 0.18= 3 N

    H, . = 3 1.33 = 1.67 N = 167 .

    %8.82828.0 ==

    =

    S

    SeG

    2

    H . 0.5 100 3

    0.7? (J 2006) 5 M

    D

    1= 0.7

    1= 0.7

    1= 100 3= 1+ = 1.7

    = 58.82 3

    2= 0.5

    2= 0.5= 29.41 3

    2= 2+ = 88.23 3

    3

    A 0.65 2.8. F .

    55 %

    . D .

    . D

    90 % 100 %. (J 2008) 10 M

    D

    = 0.65

    G = 2.8

    = 9.8 N/3()

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    3/63.16

    1mkN

    e

    G

    d =

    +

    =

    = 55 %, = 12.77 %3

    /75.18)1( mkNdb =+= = 90 %, = 20.89 %

    = 100 %, = 23.21 %

    4

    I , 16.5 N/3

    11 %. I 15 %,

    . . A .

    D . G = 2.7. (J 2009)

    10 M.

    D

    =16.5 N/3

    = 11 %

    G = 2.7

    = 9.8 N/3()

    3/86.14

    1mkN

    b

    d =

    +

    =

    = 14.86 N

    = 1.63 N

    78.01==d

    Ge

    %92.51==e

    G

    S

    5

    A

    . = 2.1 N, O = 1.75 N. G

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    = 2.7.

    50 % ? (M QP) 8 M

    D

    = 2.1 N

    = 1.75 N

    = 0.35 N

    G = 2.7

    = 0.5

    = 9.8 N/3

    ()

    %20==s

    W

    W

    08.1==S

    Ge

    3/72.12

    1mkN

    e

    G

    d =

    +

    =

    72.121075.1

    3

    ===

    V

    X

    V

    Ws

    d

    = 0.1376 1033

    6

    21 N/3 16 N/

    3. I

    60 %, . G = 2.65. (J

    2008) 6 M

    D

    D= 60 % =0.6

    = 21 N/3

    = 16 N/3

    = 18.67 N/3

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    minmax

    minmax

    dd

    dd

    d

    d

    rD

    =

    78.01==d

    G

    e

    =

    +

    =

    e

    en

    10.44

    7

    F , ,

    0.8, 24 % 2.68. D ,

    . I ,

    .

    D

    =0.8

    = 0.24

    G = 2.68

    = 9.8 N/3()

    3/59.14

    1mkN

    e

    G

    d =

    +

    =

    3/09.18)1( mkN

    db =+=

    %4.80==e

    GS

    I =1, =29.85 %3

    /95.18)1( mkNdsat =+=

    8

    I , 22.9 N 1.15

    103 3. A 20.35 N. F , , , , , ,

    .

    D

    = 22.9 N

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    = 1.15 103

    3

    = 20.35 N

    G = 2.7

    = 9.8 N/3()

    3

    3 /91.19

    1015.1

    9.22mkN

    XV

    Wb

    ===

    = 12.53 %

    = 17.7 N/3

    495.01==d

    Ge

    =

    +

    =

    e

    en

    10.331

    A= 1 = 31.65 %

    G

    Gna

    d

    +

    =

    1

    )1(

    = 0.105

    9

    A 6.33 N 300000 3

    11 %. G = 2.68, , . A

    .

    ?

    D

    = 6.33 N

    = 3105

    3

    G = 2.68

    %35.68==e

    GS

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    = 11%

    = 9.8 N/3

    3/1.21 mkN

    V

    Wb

    ==

    3/19

    1mkN

    b

    d =

    +

    =

    38.01 ==d

    Ge

    %6.77==e

    GS

    I = 1, %18.14==G

    e

    3/69.21)1( mkN

    dsat =+=

    1.9

    I ,

    . I

    () . H,

    .

    C,

    . F, = * .

    3 : C G E

    M D

    (/3)

    (N/3)

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    B

    D

    = 1000 /3

    = 9800 N/3= 9.8 N/

    3