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The correlation between CBR (California Bearing Ratio) and UCS (Unconfined Compressin Strength) Laterite soils in Palangkaraya as heap material
Rp0,00
Habis terjual
SKU
105003800000512
Kode Buku
:
Nama Pengarang
:
Norseta Ajie Saputra, and Rizky Putra
Nama Penerbit
:
IOP Publishing Ltd
Tahun Terbit
:
2020
Jenis Buku
:
Buku Elektronik
In road construction activities, the use of soil as heap material is commonly practiced. Soils are heaping above soft soils aiming to increase the carrying capacity of the soft soils layer. The parameters for reference are the CBR (California Bearing Ratio) and UCS (Unconfined Compression Strength) scores
In road construction activities, the use of soil as heap material is commonly practiced. Soils are heaping above soft soils aiming to increase the carrying capacity of the soft soils layer. The parameters for reference are the CBR (California Bearing Ratio) and UCS (Unconfined Compression Strength) scores
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