Deprecated: Methods with the same name as their class will not be constructors in a future version of PHP; qa_layer_9_from_layer_php has a deprecated constructor in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 3
of /home/abouaayt/public_html/aboutcivil/answers/qa-plugin/user-management/layer.php vertical deformation or sinking of structure because deformation of soil is called - Civil Engineering Technical Questions Answers - Ask a Civil Engineer
  • Register

Welcome to Aboutcivil Q&A, where you can ask questions related to Civil Engineering and receive answers from other members of the community.

Related questions

Categories

2.5k questions

1.1k answers

44 comments

44.3k users

vertical deformation or sinking of structure because deformation of soil is called

0 votes
vertical deformation or sinking of structure because deformation of soil is called

    • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
in Civil Engineering by  

1 Answer

0 votes
settlement due to consolidaton or differential settlement
by  

Related questions

0 votes
0 answers 786 views
786 views
axial deformation definition
asked Jul 29, 2015 in Strength of Materials by mfby2k  
  • axial

    • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • deformation
0 votes
0 answers 284 views
284 views
The lower part of a struetar that transits the load to the soil or rock is called a
asked Aug 11, 2015 in Civil Engineering by mfby2k  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • civil
0 votes
1 answer 1.1k views
1.1k views
Calculate the vertical stress at a depth of 3m below the ground surface due to weight of the soil whose unit weight is 18.5KN/m^3.
asked Sep 17, 2015 in Civil Engineering by azam  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • problems

    • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • water-table
0 votes
0 answers 758 views
758 views
pls. help me. in column or beam how to calculate if the rebars were going to use is safe.with respective size of column for example for .3 x .3 column..using 4pcs. 12mm dia. for vertical bars..how to calculate if this vert. bars is safe..pls.help me.TY
asked Jul 28, 2015 in Civil Engineering by mfby2k  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • beams

    • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • building
0 votes
0 answers 364 views
364 views
What sort of tests would you recommend to know the effective vertical stress 5 meters below the seabed soil?
asked Dec 5, 2015 in Civil Engineering by arruysa  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • problems
 | Snow Theme by Q2A Market
Powered by Question2Answer
...