sch mert mann
TRANSCRIPT
![Page 1: Sch Mert Mann](https://reader036.vdocuments.net/reader036/viewer/2022081817/563db940550346aa9a9b86b1/html5/thumbnails/1.jpg)
Contoh Soal
• Pondasi 6 x 6 m2 terletak pada kedalaman 2 m dibawah permukaan tanah pasir dengan γ = 19 kN/m2. Bila beban rencana sebesar 500 ton, berapakahpenurunan pondasi ini dalam waktu 3 tahun?
• 1 ton ≈ 10 kN
• Pasir Gunakan metode Schmertmann
• Hasil CPT terlampir
• E ≈ 3.5 qc
![Page 2: Sch Mert Mann](https://reader036.vdocuments.net/reader036/viewer/2022081817/563db940550346aa9a9b86b1/html5/thumbnails/2.jpg)
![Page 3: Sch Mert Mann](https://reader036.vdocuments.net/reader036/viewer/2022081817/563db940550346aa9a9b86b1/html5/thumbnails/3.jpg)
![Page 4: Sch Mert Mann](https://reader036.vdocuments.net/reader036/viewer/2022081817/563db940550346aa9a9b86b1/html5/thumbnails/4.jpg)
• Schmertmann’s (1978) Method
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Elastic Settlement : Schmertmann’s