UJI TARIK PADA TIANG UNTUK PENENTUAN MODULUS GESEK TIANG (k1)
Shaft resistance of tension piles will be fully mobilized at certain displacement. Some structures impose limits to the displacement of piles with a relatively small value in order not to cause damage. Therefore, it is necessary to know the behavior of pile resistance reaction against load that work...
| المؤلفون الرئيسيون: | , |
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| التنسيق: | أطروحة |
| منشور في: |
[Yogyakarta] : Universitas Gadjah Mada
2012
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| الموضوعات: |