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Resilient Modulus of Subgrade Soils : Comparison of Two Constitutive Equations
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Results show that the k parameters in the constitutive equations can be calculated using material and physical properties of the soil, and the values of k parameters vary within wide ranges for cohesive and granular subgrade soils.
Ketersediaan
| 0000004408 | My Library | Tersedia |
Informasi Detail
| Judul Seri |
Trr No. 1462 Soils, Geology, And Foundations
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| No. Panggil |
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| Penerbit | s.n. : ., 1994 |
| Deskripsi Fisik |
p79-90
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| Bahasa |
English
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| ISBN/ISSN |
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| Klasifikasi |
006:656.021
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| 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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