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    LTRCKevin Gaspard

    Doc. Zhang

    Mostafa Elseifi 1

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    2

    RWDLate 1990s structural

    condition of airfield

    pavements

    Four equally-spaced

    lasers measure surfacedeflection (A, B, C, and D) D C B A

    h = B 2C + D

    Def = hh

    D C B A

    Point of

    interest

    8ft 8ft 8ft

    h = A -2B + C

    Briggs et al. 2000

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    Research sites

    16 roads1.5 miles

    AC Roads 3

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    UNION

    MADISON

    MOREHOUSE

    OUACHITA

    JACKSON

    RICHLAND

    LINCOLN

    EAST CARROLL

    WEST CARROLL

    Network

    1200 miles

    AC Roads

    4

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    RWD Index (RI) over Segment

    Pavement structural capacity:

    Deflection magnitude (Avg. RWD)

    Variability of deflection (SDRWD) overthe segment

    Define the RWD Index (RI):

    RI = average deflection (Avg. RWD) xstandard deviation (SDRWD)

    5

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    RI

    RI > Roadway segment (RS) > 0.1 mile

    AC thick. (0.5 to 23 in.)

    Deflections are thickness dependent

    Arranged in Groups by Thickness

    6

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    8

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    k

    10

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    Summary

    PMS data base query for PDI

    RI merged with PDI per RS

    RS stratified based on Pave. Th.

    Yielded > Data set to work with.

    11

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    Hypothesis:

    RI provides useful information!

    Proof:

    Multivariate Statistical Method(Factor Analysis)

    12

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    Factor analysis

    Describes the Variance characteristics

    of variables in terms of a lower

    number of manufactured variables

    called >Factors

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    15

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    RI Ranges for Treatments

    Descriptive statistics

    (RI) ALCR Variable Treatment

    ANOVA for four Treatments

    17

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    RI 18

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    19

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    20

    T (A l i S t 2)

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    Two groups (Analysis Set 2)

    Thick. Structurally Deficient Structurally Sound

    (in.) ALCR < 75 ALCR >75

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    68%

    31%Imprecision

    22

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    23

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    Fuzzy Logic

    Decision processes to deal with

    imprecision (GRAY AREAS)

    Uses Possibility theory

    Elements are assigned Membershipvalues

    24

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    Possibility

    Theory

    Probability

    Theory

    Has 95 %

    membership in

    Drinkable Water

    95 % chance

    Water is Drinkable

    Which would you

    prefer to Drink?

    25

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    Structurally

    Deficient

    RI (X2)

    U

    x

    27

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    U

    x

    28

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    Membership values

    Intuition (Engineering Judgment) Neural networks

    Fuzzy statistics

    Meta rules Soft partitioning

    Inductive reasoning

    Genetic algorithms

    Rank ordering Inference

    30

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    25%

    475 800

    50 %

    31

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    35

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    Summary

    FA > RI > single index for Structural

    capacity

    Structurally Sound and Deficient

    parameters were created

    Fuzzy functions for individual sections

    and Groups of sections were created

    39

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    When You Learn to Run We can Chase Cats!40


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