Perilaku kuat tarik bahan geotekstil teranyam dan nir-anyam
ABSTRACT Soil is comprised of graded particle materials that generally has a very, low tensile strength. Its bearing capacity to compressive load is also limited. Soil will slide, settle or collapse if the imposed external forces exceed its bearing capacity. To improve these weaknesses, soil reinfor...
| Main Author: | |
|---|---|
| Format: | Article |
| Published: |
[Yogyakarta] : Fakultas Psikologi Universitas Gadjah Mada
1998
|
| Subjects: |