BAB II TINJAUAN PUSTAKA 2.1 Tinjauan Umum - Analisa Daya Dukung Dan Penurunan Elastis Tiang Pancang Beton Ø 0,5 m Jembatan Sungai Penara Jalan Akses Non-Tol Kualanamu
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![Gambar 2.6 Tiang pancang kayu](https://thumb-ap.123doks.com/thumbv2/123dok/3911182.1861537/11.612.176.478.75.312/gambar-tiang-pancang-kayu.webp)
![Gambar 2.7 Tiang pancang precast prestressed concrete pile](https://thumb-ap.123doks.com/thumbv2/123dok/3911182.1861537/12.612.248.408.485.610/gambar-tiang-pancang-precast-prestressed-concrete-pile.webp)
![Gambar 2.9 Tiang pancang cast in pile](https://thumb-ap.123doks.com/thumbv2/123dok/3911182.1861537/13.612.138.552.280.493/gambar-tiang-pancang-cast-in-pile.webp)
![Gambar 2.11 Tiang dukung ujung](https://thumb-ap.123doks.com/thumbv2/123dok/3911182.1861537/20.612.228.478.392.619/gambar-tiang-dukung-ujung.webp)
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