Answered: (a) Ag*(0.0436 M)|Ag (b) Fe³* (5.34 ×…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Figure 9.35 shows a soil profile. The uniformly distributed load on the ground surface is
Δσ. Given: Δσ = 50 kN/m2
, H1 = 2.44 m, H2 = 4.57 m, and H3 = 5.18 m. Also,
• Sand: γdry = 17.29 kN/m3
, γsat = 18.08 kN/m3
• Clay: γsat = 18.87 kN/m3
, LL = 50, e = 0.9
Estimate the primary consolidation settlement if
a. The clay is normally consolidated

(a) Ag*(0.0436 M)|Ag
(b) Fe³* (5.34 × 104M),Fe²* (0.090 M)|Pt
(c) AgBr(sat'd),Br° (0.037 M)|Ag

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