PART II. PROBLEM SOLVING. 1. For a constant head laboratory permeability test on fine sand, the following values are given. Length of specimen Diameter of specimen Head difference = 10 in. = 2.5 in. = 18 in. Water collected in 2 min. = 0.031 in The void ratio of the sample is 0.46. a) Determine the hydraulic conductivity, k of the soil in in/min. b) Determine the discharge velocity. c) Determine the seepage velocity.

PART II. PROBLEM SOLVING. 1. For a constant head laboratory permeability test on fine sand, the following values are given. Length of specimen Diameter of specimen Head difference = 10 in. = 2.5 in. = 18 in. Water collected in 2 min. = 0.031 in The void ratio of the sample is 0.46. a) Determine the hydraulic conductivity, k of the soil in in/min. b) Determine the discharge velocity. c) Determine the seepage velocity.

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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