521 research outputs found
Case Histories of Foundations With Stone Columns
The paper presents case histories of performance of foundations where stone columns were provided, along with relevant data regarding structural systems, soil conditions, construction methods and field control criteria. A wide range of applications are included comprising stone columns for area treatment and stone column in small and large groups for isolated footings, pipe pedestals and bridge abutments. In some of the cases design load exceeded the estimated yield load over a part of the stone column length yet collapse did not occur because the soil stress around the stone column increased as more load was passed on to the soil when yield stress was exceeded. There was also the benefit of drainage afforded by the stone columns. Load test data are furnished to substantiate the design approach which takes into consideration the strengthening of the soil annulus around the stone column resulting from compaction and subsequent consolidation
Ground Versus Soil: A New Paradigm in Geotechnical Engineering Education
me of the practitioners of geotechnical
engineering tend to confuse Ground with
Soil. It is not just semantics but the terms have d
eeper technical and philosophical implications. Soi
l
is a material which can be handled, felt, seen, sme
lt, tasted, and tested in small to medium size
samples while ‘Ground’ is an entity that exists in-
situ. Just as the adage, ‘The total is more than th
e
sum of the individual parts’, predicting the behavi
or of ground from the so-called properties
measured on samples collected from the field is muc
h more complex and involves judgment.
Ground is an intricate natural entity very similar
to ‘Humans’ and exhibits behavioral responses
rather than merely possess properties like other en
gineering materials. Humans have organs and
traits such as being jovial, sad, friendly, angry,
misanthropic, etc. but do not have properties. Thei
r
behavioral responses depend on genetics, environmen
t in which they grow, personality they
develop and to impetus they experience. Similarly,
the genetics of ground is defined by its
formation (alluvial, marine, residual, colluvial, a
eolin, etc.) depending upon how physiogamy forms
the deposit. Ground, one tends to believe, is a sol
id mass on which structures are built, becomes
suddenly a fluid under specific aggravating circums
tances such as consisting loose saturated sand
with small amount of fines but subjected to seismic
activity of medium to high intensity. On the
other hand, a river in flood can erode the ground b
y removing particles by its high velocity leading
to scour. Slopes on which civilizations thrive, bec
ome unstable and sometimes even catastrophic
under heavy rainfall, coupled with human activities
of deforestation, cutting/steepening of slopes,
saturating it by ignorance or callousness, etc. The
paper presents a new paradigm that emphasizes
the need to visualize Ground, not just as a materia
l but rather an entity, and view Geotechnical
Engineering comprehensively, beyond a mechanistic s
tandpoint
Settlement Analysis of Circular Footings on Layered Soil Systems
Many studies are available on the settlement analysis of footings on a homogeneous soil deposit underlain by a rigid base. However, the soil profile is seldom homogenous and typically a layered soil system is encountered in practice. The present study deals with the settlement profiles of soil underneath a circular footing of radius equal to a, and resting on a finite two-layered soil system with thicknesses equal to H1 and H2. The deformation moduli and Poisson’s ratios of the two layers are E1, υ1, and E2, υ2. The settlement profiles are proposed for varying H1/a and H2/a ratios (H1/a= 0.2, 0.5, 1, 2, 4 and 6, and H2/a= 1, 2, 4 and 6). The moduli ratio E1/E2is varied as 0.01, 0.05, 0.1, 0.5, 1, 2, 5 and 20. The extent of settlement due to load is also proposed from the surface settlement profile which can help in determining the influence of a footing on the neighboring footing or structure. The analysis is carried out using PLAXIS 2D vAE. In addition, the settlement influence factors are proposed for the above mentioned ratios to estimate the maximum settlement of the
footing on a layered system. The results are also compared with the settlement measured in a building on a layered system in Adelaide, Southern Australia, and the results are
found to be comparable
Modelling Ground-Foundation Interactions
Geotechnical practice deals with designing foundations and earth structures. Structure
–
Foundation
–\ud
Grou
nd
interaction is a unique field or topic that concerns both structural and geotechnical engineers. Most
geotechnical problems are very sensitive to foundation geometry (length, diameter, spacing), flexural
stiffness etc. Even basic parameters such as bearing capacity of shallow foundations, ultimate axial and
lateral load capacities of deep/pile foundations, are influenced by the foundation characteristics. More
importantly, the serviceability criterion can be satisfied only by proper and rational estimates of structure
–
found
ation
–
ground interactions. The paper summarizes modelling approaches for foundation
–
ground
interactions, a leaning instability approach for tall structures, and analysis of geosynthetic-reinforced
foundation beds
Finite Element Modeling of Ground - Structure Interaction Considering Non-Linear Response of the Ground
Response of the ground on which
the structure rests will have a bearing
on the distribution of forces in the
structural members. Conventional method
s of structural analysis and design a
ssume often fixed bases for various loading
conditions. A realistic analysis and
design procedure should includ
e actual support flexibility, no
nlinear and heterogeneous
nature of the soil together
with nonlinear soil-structure in
teraction effects. Such an
analysis would resu
lt in overall stiffne
ss
of the soil-foundation-structure system
, realistic to the existing conditions. This
work focuses on
the computational
modeling of ground-structure interaction usi
ng finite element package ANSYS. To
demonstrate the behavior of structure
while considering actual nature of ground response
, a simple portal frame is analyzed. Portal frame is modeled as linear
elastic, whereas the ground is modeled as both linear elastic and
non-linear elastic-plastic behavior. The study gives insight
into variation of displacement of portal frame while considering linear and non-linear behavior of ground
Local canted spin behaviour in Co<sub>1.4-x</sub>Zn<sub>x</sub>Ge<sub>0.4</sub>Fe<sub>1.2</sub>O<sub>4</sub> spinels: a macroscopic, mesoscopic and microscopic study
DC magnetization, neutron depolarization and neutron diffraction (with both polarized and unpolarized neutrons) measurements have been reported for the Co1.4-xZnxGe0.4Fe1.2O4 spinels with x=0.5, 0.6 and 0.7. Neutron depolarization and neutron diffraction measurements confirm the presence of a long range ferrimagnetic ordering of the local canted spins in these ferrite samples. The observed features of low field magnetization have been explained under the framework of thermally activated domain wall movement of ferrimagnetic arrangement of local canted spins. An important role of magnetic anisotropy (due to the presence of Co2+ ions) in establishing the magnetic ordering and domain kinetics in these ferrites has been observed
A non-mechanistic perspective of geotechnical engineering
Engineers deal mostly with materials
that
have unique and specific properties.
On the other hand, entities are
somewhat like living beings that
do not possess
unique properties but
exhibit behavioral responses to stimuli
(actions)
.
Clays and sands can exist in
different
state
s
ranging from liquid to solid and loosest to densest
respectively.
Responses of soils in general and ground in particular a
re examined and analyzed under different
test and design conditions. Similarly
, the state in which ground
exist
s can be quantified though the
over
consolidation ratio. The most commonly used parameter, the undrained
shear
strength, is
sensitive to the
manne
r in which it is determined
.
The paper emphasizes the need to visualize soil in the specific sense and
ground in a broader perspective as entities rather than as strictly engi
neering materials. It is suggested that
g
eotechnical engineering should be viewed
compreh
ensively and beyond a simple mechanistic perspective
.
A
unique
comparison of ground with a human being
elu
cidates the concepts enunciated
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Cancer epithelia-derived mitochondrial DNA is a targetable initiator of a paracrine signaling loop that confers taxane resistance.
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Closure to "influence of Geogrid Properties on Rutting and Stress Distribution in Reinforced Flexible Pavements under Repetitive Wheel Loading"
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