GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE

Business, Finance, Economics, Accounting, Operations Management, Computer Science, Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Algebra, Precalculus, Statistics and Probabilty, Advanced Math, Physics, Chemistry, Biology, Nursing, Psychology, Certifications, Tests, Prep, and more.
Post Reply
answerhappygod
Site Admin
Posts: 899603
Joined: Mon Aug 02, 2021 8:13 am

GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE

Post by answerhappygod »

GEOTECHNICAL ENGINEERING
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1 (16.6 KiB) Viewed 35 times
The results of a Standard Proctor test are given in the following table. Trial 1 Moist Weight of Wet Soil Moisture Content in the mold (lb) 26 4.08 28 2 اله 30 4.12 4.18 4 32 Determine 1. Maximum dry unit weight in lb/ft^3 (4 decimal places) 2. Optimum water content in % (4 decimal places)
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!
Top
Post Reply

Return to “Archived Questions & Answers”