Computer Software
Variability in Estimation of Structural Capacity of Existing Pavements from Falling Weight Deflectometer Data
As a result, the computed structural capacity becomes highly variable, especiallv when the number of test, done on a long; section of the pavement is smallI. The frequency of testing does not affect the estimated 18 kip ESAL over a short section of pavement. However, for long it affects the mean estimated 18-kip ESALs. For a mile long section five FWD tests were found to be a viahle choim h, r costimation of 18-kip ESALs. However, the coefficient uf variation of estimated 18-kip ESALs over a long section mav or m;w not decrease with increasing number of tests.
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Informasi Detail
- Judul Seri
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Trr No. 1355 Pavement Design, Management, And Performance
- No. Panggil
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- Penerbit
- : TRB., 1992
- Deskripsi Fisik
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p17-26
- Bahasa
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English
- ISBN/ISSN
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- Klasifikasi
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625.7(047.31)
- Tipe Isi
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- Tipe Media
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- Tipe Pembawa
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- Edisi
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- Subjek
- Info Detail Spesifik
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- Pernyataan Tanggungjawab
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