DETERMINATION OF SOIL STRUCTURE BY MICROSCOPICAL INVESTIGATION

Soil Science ◽  
1940 ◽  
Vol 50 (1) ◽  
pp. 3-14 ◽  
Author(s):  
G. C. REDLICH
2017 ◽  
Vol 5 (6) ◽  
pp. 32-39
Author(s):  
ZokpodoKoéssiLié Barnabé ◽  
◽  
AkossouArcadiusYves Justin ◽  
DayouEphrème Dossavi ◽  
DognonFulgence Baudelaire ◽  
...  

2015 ◽  
Vol 744-746 ◽  
pp. 470-473
Author(s):  
Bin Bin Xu ◽  
Toshihiro Noda

Parameter analyses in the constitutive model determine the precision of numerical results. Cam-clay model is the first elasto-plastic model in the world and widely used in the practical engineering. SYS Cam-clay model is proposed based on Cam-clay model by incorporating the concept of overconsolidation, soil structure and anisotropy. There are two groups of parameters in this model, elasto-plastic parameters that are exactly same as those in Cam-clay model and evolutional parameters that decide the variation of overconsolidation, soil structure and anisotropy. The detailed process to determine the parameters is introduced step by step.


2013 ◽  
Vol 818 ◽  
pp. 197-205 ◽  
Author(s):  
Radim Čajka

This article presents the method of determination of friction parameters for soil structure interaction with and without slide joints in the subsoil of structures. The results for constant and nonlinear distribution of C1x, C1y parameters are compared and derived friction parameters have been used for the FEM calculation of the stress condition of the real foundation structures.


1992 ◽  
Vol 72 (4) ◽  
pp. 489-501 ◽  
Author(s):  
W. D. Reynolds ◽  
G. C. Topp ◽  
S. R. Vieira

An in-situ constant head well permeameter (CHWP) method employing three or more ponded heads per well was used to establish relationships between field-saturated hydraulic conductivity (Kfs), matric flux potential [Formula: see text], the alpha parameter (α*), soil texture, and soil structure. The relationships were then used to evaluate a single-head CHWP technique which employs representative mean α* values in the determination of Kfs and [Formula: see text]. The measurements were made at several depths on four soils which ranged in texture from loamy sand to silty clay, and in structure from single grain to strong, fine subangular blocky. The Kfs and [Formula: see text] results obtained from the multiple-head CHWP measurements were found to be highly variable within and between soils, yielding within-soil ranges as high as 3.5 orders of magnitude and standard deviation factors (SDF) as high as 5.1. The geometric mean (GM) Kfs and [Formula: see text] values were also highly variable between soils, but they were controlled primarily by soil structure rather than by soil texture or other factors. The α* values, on the other hand, were relatively consistent both within and between soils, yielding an overall SDF of only 1.2 and an overall GM of 11 m−1. Use of α* = 11 m−1 in the single-head CHWP technique yielded Kfs and [Formula: see text] values which were usually accurate to within a factor of 2, and often accurate to within ±25%. These levels of accuracy are within acceptable limits for a field method, considering the many potential sources of error and the extreme range and variability of Kfs and [Formula: see text] normally encountered in the field. Key words: Constant head well permeameter, hydraulic conductivity, matric flux potential, alpha parameter, soil texture, soil structure, single-head analysis


1998 ◽  
Vol 4 (2) ◽  
pp. 129-133
Author(s):  
Antanas Alikonis

Civil engineering works require strength and stability. Soil subbase strength parameters, ie cohesion and the angle of internal friction are used in calculations. They are experimentally determined parameters. Determination of soil strength parameters by shearbox apparatus is being legalised by standards and used along with triaxial equipment in the USA, England, Austria, Russia, Lithuania and many other countries. Accuracy of investigation results depends on the construction of soil shearing apparatus. Soil stress on shearing plane should be registrated during the test, undisturbed soil structure should be preserved before shearing is started, friction between soil and parts of shearing apparatus should be avoided and constant shear rate assured during the whole test. Schemes of shearing apparatus presented in literature and standards show their inability of avoiding all the conditions mentioned above. The report presents ways of improving soil shearing equipment, which leads to a more precise investigation of soil shear strength parameters.


2017 ◽  
Vol 23 (4) ◽  
pp. 464-474
Author(s):  
Konuralp GİRGİN

In spread footings, the rotational spring constants, which represent the soil-structure interaction, play an important role in the structural analysis and design. To assign the behaviour of soil, which is generally represented via Winkler-type tensionless springs, necessitates time consuming iterative computing procedures in practice. In this study, a straightfor­ward approach is proposed for the soil-structure interaction of rigid spread footings especially subjected to excessive eccentric loading. By considering the uplift of footing, the rotational spring constants of those type footings under axial load and biaxial bending are easily attained through the proposed simplified formulations. Since these formulations enable manual calculation, iterative computer efforts are not required. The formulations under consideration can be applicable to sym­metric and non-symmetric rigid spread footings. The numerical results of this study are verified with SAP2000.


1995 ◽  
Vol 75 (4) ◽  
pp. 463-469 ◽  
Author(s):  
J. O. Job ◽  
A. Tabbagh ◽  
M. Hachicha

A prerequisite for the control of salinity in soils is the determination of the salinity of the upper first metre of the soil with the greatest accuracy. This is commonly done from saturated paste extracts but on too small a volume and too restricted a number of samples. This must be done without modification of the soil structure and on a sufficiently narrow grid. Electromagnetic conductivity meters of Slingram type are convenient to indirectly determine the salinity by measurement of electrical conductivity. However the depth of investigation commonly exceeds the first metre and the saturated salted zone beneath significantly influences the results. A theoretical study together with a complete calibration test on the border of Chott El Guettar (Tunisia) confirms that short coil separation (60 cm) increases the sensitivity of the apparatus to conductivity variations in the first metre of soil. Key words: Saline soils, electrical conductivity, electromagnetic apparatus


2019 ◽  
Vol 114 ◽  
pp. 138-144 ◽  
Author(s):  
A.C.G. Fonseca ◽  
L.F. Costa ◽  
C.C. Dantas ◽  
R.J. Heck ◽  
S.B. Melo ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document