This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
index properties of soil, Those properties of soil which are used in the identification and classification of soil are known as INDEX PROPERTIES
Water content
Specific gravity
In-situ density
Particle size
Consistency
Relative Density
This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
index properties of soil, Those properties of soil which are used in the identification and classification of soil are known as INDEX PROPERTIES
Water content
Specific gravity
In-situ density
Particle size
Consistency
Relative Density
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Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
non destructive concrete testing equipment
non destructive concrete testing methods
non destructive test Penetration method
Rebound hammer method
Pull out test method
Ultrasonic pulse velocity method
Radioactive methods
methods of testing concrete
concrete strength testing methods
types of non destructive testing
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destructive and non destructive testing
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Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Soil nailing is a technique used to reinforce and strengthen existing ground.Soil nailing consists of installing closely spaced bars into a slope or excavation as construction proceeds from top down.It is an effective and economical method of constructing retaining wall for excavation support, support of hill cuts, bridge abutments and high ways.This process is effective in cohesive soil, broken rock, shale or fixed face conditions.
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A pervious concrete street
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Examination System is very useful for Teachers/Professors. As in the teaching profession, you are responsible for writing question papers. In the conventional method, you write the question paper on paper, keep question papers separate from answers and all this information you have to keep in a locker to avoid unauthorized access. Using the Examination System you can create a question paper and everything will be written to a single exam file in encrypted format. You can set the General and Administrator password to avoid unauthorized access to your question paper. Every time you start the examination, the program shuffles all the questions and selects them randomly from the database, which reduces the chances of memorizing the questions.
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECTjpsjournal1
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Harnessing WebAssembly for Real-time Stateless Streaming PipelinesChristina Lin
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
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6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
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23. Approach to specifications and
quality control in compaction
Specifications and control tests are intended to ensure
adequate performance of foundation or embankment of
compacted soil according to the chosen design criteria.
In order to comply with these objectives, control tests have to
be
Relevant. Density and water content have to be related to
stability, volume change etc.
Cost-effective. Testing expenses must be reasonable in relation
to construction costs and consequences of failure.
Representative. Sample size should be related to the known or
estimated variation of the soil properties being evaluated.
24. Suitability of soils as fills
• When high strength and low compressibility are required, but
seepage and erodability are not significant, coarse granular fills are
most suitable.
• As impermeable liners for canals or as core material for dams,
clayey gravels and poorly graded gravel-sand-clay mixtures are
ranked the highest.
• Silty soils and dispersive clays, even if compacted well, are
vulnerable to erosion by surface runoff or internal seepage.
• Soils containing organic matter are unsuitable for engineering fills,
because of their high compressibility under loads and large volume
changes due to environmental influences.
25. Compaction control tests
• Compaction control tests are essential to check
whether the objectives of compaction are
achieved.
• It is difficult to check the objectives directly and
properties strength and compressibility are
assessed indirectly.
• Control tests in terms of water content, density,
penetration resistance are conducted.
26. Compaction Control Procedures
Laboratory tests are conducted on samples of the proposed
borrow materials to define the properties required for
design.
• After the earth structure is designed, the compaction
specifications written.
• Field compaction control tests are specified, and the results
of these become the standard for controlling the project.
• These specifications are expected to ensure an expected
level of performance (in terms of shear strength,
compressibility, permeability which are related to bearing
capacity, settlements and drainage and seepage etc)
27. Types of Specifications
(1) End-product specifications
This specification is used for most highways and building
foundation, as long as the contractor is able to obtain the
specified relative compaction, how he obtains it doesn’t
matter, nor does the equipment he uses.
(2) Method specifications
The type and weight of roller, the number of passes of that
roller, as well as the lift thickness are specified. A maximum
allowable size of material may also be specified.
It is typically used for large compaction project.
28. Relative Compaction (R.C.)
• Relative compaction or percent compaction
• Correlation between relative compaction(R.C.)
and the relative density Dr
• As Dr = 0, R.C. is 80
• Typical required R.C. = 90% ~ 95%
• Dr=(emax-e)/(emax - emin)
29. Determine the Relative Compaction in the Field
Where and When
• First, the test site is selected, it should be representative or
typical of the compacted lift and borrow material.
• Typical specifications call for a new field test for every 1000
to 2000m2 or so, or when the borrow material changes
significantly.
• It is also advisable to make the field test at least one or two
compacted lifts below the already compacted ground
surface, especially when sheep foot rollers are used or in
granular soils.
30. Experience and engineering judgment suggest the approximate
minimum numbers of field density and moisture content tests
are as follows
31. Determination of Field Density
A few methods are as follows
Destructive methods
•Core cutting method IS 2720 (Part 29)
•Sand replacement method IS 2720 (Part 28)
•Volumenometer method
•Rubber-balloon method
•Proctor-needle method
Non- destructive methods
•Nuclear gauge method
•Impact Tester
32.
33. Core cutting method
• A steel tubular cutter of 107mm dia X 125mm is driven into
compacted layer using rammer. The sample is retrieved and bulk
density is measured as well as water content is determined.
Sand replacement method
• A hole of 15cm dia is made in the layer in which the test needs to
be conducted. The soil is removed carefully and collected to
determine the weight as well as water content. To determine the
volume of the hole, a known amount of calibrated sand is used.
Based on the relationship between index properties such as bulk
density, dry density and volume, the bulk density of Insitu soil can
be calculated.
34. Volumenometer method
• Useful for clayey soils. A soil of about 295cc is taken out
from the compacted layer of embankment. It is quoted
with wax and reweighed. The actual volume of the sample
is known by immersing it in volumenometer. A sample cut
from the specimen can be used for water content
determination.
Rubber balloon method (IS 2720)
• In this method, a rubber balloon is used to measure volume
of the hole made in the compacted layer. The volume of the
hole is found out from the difference between the initial
and final water levels in the gas cylinder.
35.
36. Difficulties with Destructive Methods
The measuring error is mainly from the determination of the volume
of the excavated material.
For example,
• For the sand cone method, the vibration from nearby working
equipment will increase the density of the sand in the hole, which
will gives a larger hole volume and a lower field density.
• If the compacted fill is gravel or contains large gravel particles. Any
kind of unevenness in the walls of the hole causes a significant error
in the balloon method.
• If the soil is coarse sand or gravel, none of the liquid methods works
well, unless the hole is very large and a polyethylene sheet is used
to contain the water or oil.
37. Non-Destructive methods
Principles
Density
• The Gamma radiation is scattered by the soil particles
and the amount of scatter is proportional to the total
density of the material.
• The Gamma radiation is typically provided by the
radium or a radioactive isotope of cesium.
Water content
• The water content can be determined based on the
neutron scatter by hydrogen atoms. Typical neutron
sources are americium-beryllium isotopes