Food for thoughtCBR of a high quality well-graded crushed stone basecourse materials:and "Modulus of subgrade reaction" for an A-2-5 siltysand (SM):From a CBR test, we can obtainandpci.characteristics ofa soil; R value is obtained from atest;and Cl is shortfor staticwhich iscorrelated to CBR.Percent passing No. 200 sieve for an A-7-6 soil:; and the diameter of astandard plate used in plate loading tests isinches.The Corps of Engineers define modulus of subgradereaction "k" as:In the design of rigid pavements, any correlation of soilmodulus with the modulus of subgradereaction "k" has to includeas an additional variable.GPR:Log CBR = 0.84 – 1.26 * Log (PR). What is PR?SASW:The Hamboldt(HSG) is claimed to be a man-portableinstrument that provides a simple, rapid, and precisemeans of directly measuring in-situ soil modulus.Sketch and define AREA term used in back calculation:

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CBR of a high quality well-graded crushed stone course materials: and "Modulus of subgrade reaction" for an A-2-5 sand (SM): From a CBR test, we can obtain and a soil; R value is obtained from a _pci. characteristics of and Cl is short for static whi correlated to CBR. Percent passing No. 200 sieve for an A-7-6 soil: ; and the diameter of a standard plate used in plate loading tests is

CBR of a high quality well-graded crushed stone course materials: and "Modulus of subgrade reaction" for an A-2-5 sand (SM): From a CBR test, we can obtain and a soil; R value is obtained from a _pci. characteristics of and Cl is short for static whi correlated to CBR. Percent passing No. 200 sieve for an A-7-6 soil: ; and the diameter of a standard plate used in plate loading tests is

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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5. A laboratory consolidation test was performed on a cohesive soil specimen with drainage on top and at the bottom. The original height of the specimen was 2.54 cm. Based on the log time versus deformation data, the time to achieve 50% average degree of consolidation was 11 min. Calculate the coefficient of consolidation (in cm²/min) for the soil sample.
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Q24 Please provide justified answer asap
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