Principles of Geotechnical Engineering: (9th Edition) [PDF]

  • 0 0 0
  • Suka dengan makalah ini dan mengunduhnya? Anda bisa menerbitkan file PDF Anda sendiri secara online secara gratis dalam beberapa menit saja! Sign Up
File loading please wait...
Citation preview

!



"



Textbook Solutions



Expert Q&A



Practice NEW!



#



Search



Find solutions for your homework



home / study / engineering / civil engineering / building materials and theory of constructions / building materials and theory of constructions solutions manuals / principles of geotechnical engineering / 9th edition / chapter 6 / problem 2p



Principles of Geotechnical Engineering (9th Edition) See this solution in the app Show all steps:



9 Bookmarks



Chapter 6, Problem 2P



Post a question



ON



Answers from our experts for your tough homework questions



Problem



Enter question



For a soil with Gs = 2.7, calculate and plot the variation of dry



Next



density (in kg/m3) at w = 8, 12, 16, and 20% and for the



Continue to post



degree of saturation at S = 55, 70, 85, and 100%,



20 questions remaining



respectively. Snap a photo from your phone to post a question We'll send you a one-time download link



Step-by-step solution



888-888-8888



Step 1 of 4



Text me



By providing your phone number, you agree to receive a one-time automated text message with a link to get the app. Standard messaging rates may apply.



Determine dry density of soil.



My Textbook Solutions



Here, specific gravity of soil is



, optimum moisture content



of soil is , degree of saturation of soil is , dry density of soil is , density of water is



. Principles of... Mechanics of Mechanics of Materials Materials 9th Edition



Comment



8th Edition



7th Edition



View all solutions



Step 2 of 4



Chegg tutors who can help right now



Sample calculations Substitute



for



,



for



,



for



, and



for



Pavel



in



Southern Methodis…



1248



formula. Maria MSU-IIT



Reza



University of Sherb…



Thus, the dry density of soil is



.



Find me a tutor



Comment



Step 3 of 4



Draw tabular form for all values. at 55% of S



Moisture content (w) (%)



at 70% of S



at 85% of S



at 100% of S



8



1938.64



2063.32



2152.91



2220.39



12



1699.08



1845.70



1954.86



2039.27



16



1512.22



1669.61



1790.17



1885.47



20



1362.39



1524.19



1651.08



1753.25



Comment



Step 4 of 4



Plot the variation of dry density.



Comment



Was this solution helpful?



10



0



Recommended solutions for you in Chapter 6 Chapter 6, Problem 8P



Chapter 6, Problem 7P



A standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown...



Results of a standard Proctor compaction test on a silty sand are shown in Figure 6.40.Figure 6.40a. Find the maximum dry unit...



See solution



See solution



See more problems in subjects you study



ABOUT CHEGG



LEGAL & POLICIES



CHEGG PRODUCTS AND SERVICES



CHEGG NETWORK



CUSTOMER SERVICE



Become a Tutor Chegg For Good College Marketing Corporate Development Investor Relations Jobs Join Our Affiliate Program Media Center Site Map



Advertising Choices Cookie Notice General Policies Intellectual Property Rights Terms of Use Chegg Tutors Terms of Service Global Privacy Policy DO NOT SELL MY INFO Honor Code



Cheap Textbooks Chegg Coupon Chegg Play Chegg Study Help College Textbooks eTextbooks Chegg Math Solver Mobile Apps



EasyBib Internships.com Studyblue Thinkful



Customer Service Give Us Feedback Help with Chegg Tutors Help with eTextbooks Help to use EasyBib Plus Manage Chegg Study Subscription Return Your Books Textbook Return Policy



© 2003-2020 Chegg Inc. All rights reserved.



Online Tutoring Sell Textbooks Solutions Manual Study 101 Test Prep Textbook Rental Used Textbooks Digital Access Codes



2414



3623