• Tidak ada hasil yang ditemukan

COMPARISON OF OVERCONSOLIDATED CLAY SETTLEMENTS CALCULATED BY ANALYTICAL 1D TERZAGHI CONSOLIDATION AND BIOT NUMERICAL ANALYSIS

N/A
N/A
Info
Unduh - Bebas
Protected

Academic year: 2018

Membagikan "COMPARISON OF OVERCONSOLIDATED CLAY SETTLEMENTS CALCULATED BY ANALYTICAL 1D TERZAGHI CONSOLIDATION AND BIOT NUMERICAL ANALYSIS"

Copied!
11
0
0

Memuat.... (Lihat teks lengkap sekarang)

Unduh sekarang ( 11 Halaman )

Teks penuh

Loading

Gambar

Figure 1. Simple experiment of consolidation Steady state (b) Loading (c) Water drain (d) Top view of cylinder piston (adapted from Hardiyatmo, 2007)
Figure 2. Boundary condition for consolidation problem
Figure 3. Consolidation Curve (relationship between void ratio and effective pressure)
Table 3. Settlement by analytical and numerical analysis for variation of soil thickness (applied load 10 kN/m2)
+4

Referensi

Unduh sekarang ( PDF - 11 Halaman - 916.36 KB )

Garis besar

COMPARISON OF OVERCONSOLIDATED CLAY SETTLEMENTS CALCULATED BY ANALYTICAL 1D TERZAGHI CONSOLIDATION AND BIOT NUMERICAL ANALYSIS

Dokumen terkait