Welcome to the GeoWorld's Q&A!
Here you can find information on a wide variety of geotechnical topics. You can ask questions and get answers from real experts, geoprofessionals and members of GeoWorld. You can also browse through the questions, post your answers about topics you are familiar with, and rate the answers of other members.
Take active part in the Q&A!
By participating in the new GeoWorld's Q&A you will benefit by learning and networking and may be recognized as a Q&A expert.
Need help on using GeoWorld's Q&A? See our guide here
-
Hello does any one possess this reference Liquid and Plastic Limits as Determined from the Fall Cone and Casagrande M…
-
The landfill has to be constructed on top of the following profile: 0) silty sand (10 m) underlain by 1) Fractured clay till (20 m) un…
-
good day i want to ask about the parametrs that would be constat during compaction of the soil such as weight
Last answered
16/03/2018 21:00, updated:
04/04/2018 12:50
by
Sally Simpson
-
Hi, I have a number of clients in all major cities of Australia who are in need of intermediate to senior level Geotechnical Engineers who have a wor…
-
Anyone know how can i get hold of this thesis? Badly needed. Thank you very much.
-
Is there anyone know how to find plate capacity in grouted tie back modelling? I want to make a cable bolting modelling. Is it a force of te…
-
If I make soil column of clay at a particular density say at air dried density and then I make contact of this soil column to the water reservoir then…
-
Why matric suction has a more direct influence on shear behavior of soil than the osmotic suction?
-
I would like to introduce RetainWall 2.00, a retaining wall engineering design software. RetainWall is a software mainly designed for the purpose of d…
-
hello everyone I am new here. would you introduce some proffessors who are expert in micropiles in usa or canada? appreciate