Without conducting the One-dimensional consolidation test, possible ways to predict the compressible path with the help of basic properties.
There are various empirical correlations for determining the consolidation parameters of different types of soils, given by various researchers. For NC soils, Terzaghi and Peck have given the relation Cc = 0.009 (WL - 10)
Dear Ratnam,
I think this paper could help you.
Article Prediction of compressibility parameters of the soils using ...
The tri-axial shear test is the most versatile of all the shear test testing methods for getting shear strength of soil i.e. Cohesion (C) and Angle of Internal Friction (Ø), though it is a bit...
17 October 2021 1,838 1 View
to know the difference between block type and comb type channel estimation
16 May 2018 9,612 0 View
Initially for the first cut, the milling is moved in 2 directions (i.e 1. In the direction of feed 2. In the direction opposite to depth of cut. So in the beginning the depth of cut is 1mm(say)...
28 August 2016 8,726 6 View
BER calculation every time I use the Rayleigh multipath-fading simulator in Simulink (v2012a MATLAB) it induces a BER of about 50% in my communications model. I have tried changing all of the...
28 January 2014 1,530 8 View
The Louvain method – named after the University of Louvain where Blondel et al. developed the algorithm – finds communities by optimizing modularity locally for every node’s neighborhood, then...
23 July 2024 6,659 0 View
While living in Boston, which has a fine metro system, there were times that I would exit from underground at the wrong location, thereby expecting a particular visual scene only to be momentarily...
17 July 2024 3,237 10 View
Please suggest me, I want to present my research work.
13 July 2024 1,461 1 View
Gestalt psychologists have proposed many ways in which items are concatenated within a single block of time so that perceptual elements can be combined into complete objects as defined in space...
29 June 2024 2,441 1 View
I understand the basic definitions of creep and pressure relaxation. However, I am confused about the exact difference between them. See attached photo. Because a compression force is applied,...
17 June 2024 5,344 2 View
I have conducted uniaxial compression tests on my 3D printed samples. Since these are perforated samples, ideally they should have negative (or near zero) Poisson's ratio. However, DIC (digital...
21 May 2024 9,967 0 View
Hello ~ I'm currently beginner using Wannier90. My target molecule is "EuTiO3". The electron configuration of this molecule is as follows: Eu: 1s2 2s2 2p6 3s2 3p6 3d10 4s2 4p6 4d10 5s2 5p6...
06 May 2024 2,066 1 View
I just realized I have two profiles, the one I am sending the question from that is current, and what was apparently my old one, https://www.researchgate.net/profile/Daphna-El-Roy-2/research I...
23 April 2024 2,976 4 View
Hi everyone, I have a question that has been bothering me for a month. In Abaqus Explicit, I used shell (S4R) to simulate a compression experiment. I chose 'general contact' with 'all* with...
22 April 2024 3,975 4 View
I am trying to model a quasi-static compression of a complex structurAl geometry. The experiment was done at 2 mm/min of loading. I am using ANSYS Explicit Dynamics. I’m also using Automatic Mass...
20 April 2024 2,934 4 View