The document discusses engineering geology and provides an agenda for soil and concrete testing. It describes drilling procedures for soil sampling including split spoon sampling, Shelby tube sampling, and core sampling. The document outlines soil description methods and quality control tests for soils including sieve analysis, hydrometer testing, Atterberg limits, direct shear testing, and consolidation testing. Concrete testing procedures at the lab and concrete station are also mentioned.
Directional drilling has become a very important tool in
the development of oil and gas deposits. Current
expenditures for hydrocarbon production have dictated
the necessity of controlled directional drilling to a much
larger extent than previously.
Directional drilling has become a very important tool in
the development of oil and gas deposits. Current
expenditures for hydrocarbon production have dictated
the necessity of controlled directional drilling to a much
larger extent than previously.
TNR Gold Shotgun Gold Project in Alaska Presentation.Kirill Klip
Shotgun Gold Project in Alaska. 100% TNR Gold Corp. owned porphyry style gold mineralized system that is being targeted for a bulk mineable gold resource. Approx. 190km south of the Donlin Creek deposits.
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This presentation is all about Petroleum Engineering, Prospecting oil and gas, drilling and various drilling methods, logs and its types, different Drive Mechanisms, etc......
GEOLOGIST WITH 3 TO 4 YEARS EXPERIENCE IN MINERAL EXPLORATION AND PETROLEUM EXPLORATION AND ENGINEERING GEOLOGY. PUBLISHED THESIS ON ARTIFICIAL RECHARGE OF GROUNDWATER AND GEOSTATISTICAL APPLICATION FOR RESERVE ESTIMATION
TNR Gold Shotgun Gold Project in Alaska Presentation.Kirill Klip
Shotgun Gold Project in Alaska. 100% TNR Gold Corp. owned porphyry style gold mineralized system that is being targeted for a bulk mineable gold resource. Approx. 190km south of the Donlin Creek deposits.
Dosto did do of f it do idiot see if so I'd to is so kR ah is so it's so it's so if to try it so it do if so ye to if so of to our do it do it do if so of do it do it do ki do but at it do if sprite episode didn't goodbye didn't didn't didn't girls today Oshkosh kidnap kiddo oddball kayak idk do do do well well wow else to talk repeal
This presentation is all about Petroleum Engineering, Prospecting oil and gas, drilling and various drilling methods, logs and its types, different Drive Mechanisms, etc......
GEOLOGIST WITH 3 TO 4 YEARS EXPERIENCE IN MINERAL EXPLORATION AND PETROLEUM EXPLORATION AND ENGINEERING GEOLOGY. PUBLISHED THESIS ON ARTIFICIAL RECHARGE OF GROUNDWATER AND GEOSTATISTICAL APPLICATION FOR RESERVE ESTIMATION
All petroleum companies aims to reach maximum production naturally by saving the pay zone characteristics to avoid using different enhanced oil recovery techniques.
Now it is possible by Special Core analysis techniques. Simple analysis on the surface; great time saving while drilling the subsurface.
Trying in this presentation to explain the main topics of (FDT).
For any further information, please contact me on : abdalrahmanibrahim209@gamil.com
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Student information management system project report ii.pdf
Engineering Geology.pptx
1. Engineering Geology
By
Abd Al Rahman Ibrahim Soliman,
BSc of Geology/ Geophysics,
Faculty of science, Alexandria University.
Abdalrahmanibrahim209@gmail.com
Spring 2016
GTI - Geoscientists Training Initiative
3. 3
Agenda
GTI - Geoscientists Training Initiative
1. Introduction
2. WHERE?
• Soil
o 1. Drilling (Drilling, Sampling, and Description)
o 2. Quality Control
o 3. Asphalt
• Concrete
o 4. Lab
o 5. Concrete Station
3. Open Discussion and Questions
4. References
4. 4
Agenda
GTI - Geoscientists Training Initiative
1. Introduction
2. WHERE?
• Soil
o 1. Drilling (Drilling, Sampling, and Description)
o 2. Quality Control
o 3. Asphalt
• Concrete
o 4. Lab
o 5. Concrete Station
3. Open Discussion and Questions
4. References
5. 5
1. Introduction
GTI - Geoscientists Training Initiative
• Geotechnical engineering, as the
name implies, concerns the
applications of civil engineering
technology to some aspect of the
earth. Usually, the geotechnical
engineer is concerned only with the
natural materials found at or near the
surface of the earth.
6. 6
1. Introduction
GTI - Geoscientists Training Initiative
• Soil mechanics is the branch of
geotechnical engineering concerned
with the engineering mechanics and
properties of soil, whereas rock
mechanics is concerned with the
engineering mechanics and properties
of rock, usually but not necessarily the
bedrock.
7. 7
1. Introduction
GTI - Geoscientists Training Initiative
• Soil mechanics applies the basic
principles of mechanics including
kinematics, dynamics, fluid mechanics,
and the mechanics of materials to
soils.
8. 8
1. Introduction
GTI - Geoscientists Training Initiative
• In other words, soil rather than water
or steel or concrete, for example, now
becomes the engineering material
whose properties and behavior we
must understand in order to build with
it or upon it. A similar comment could
also be made for rock mechanics.
9. 9
Agenda
GTI - Geoscientists Training Initiative
1. Introduction
2. WHERE?
• Soil
o 1. Drilling (Drilling, Sampling, and Description)
o 2. Quality Control
o 3. Asphalt
• Concrete
o 4. Lab
o 5. Concrete Station
3. Open Discussion and Questions
4. References
10. 10
2. Where?
GTI - Geoscientists Training Initiative
Where
?
Soil
Drilling QC
Asphal
t
Concr
ete
Lab
Conc.
Statio
n
70. 97
2.1 Drilling, Sampling, Description
GTI - Geoscientists Training Initiative
• Soil description
• Samples must be described in a
routine way, with each element of the
description having a fixed position
within the overall description:
83. 111
2.1 Drilling, Sampling, Description
GTI - Geoscientists Training Initiative
Examples
• Very stiff fissured dark grey CLAY
(London clay)
• Loose brown very sandy subangular
coarse GRAVEL with pockets of soft
grey clay
84. 112
2.1 Drilling, Sampling, Description
GTI - Geoscientists Training Initiative
• Rock Description
1. color;
2. grain size;
3. texture fabric and structure;
4. weathered state and alteration state where relevant;
5. minor lithological characteristics, including
cementation state where relevant;
6. ROCK NAME (in capitals);
7. estimated strength of the rock material; and
8. ther terms indicating special engineering
characteristics
85. 113
2.1 Drilling, Sampling, Description
GTI - Geoscientists Training Initiative
• Total core recovery (TCR)
• Solid core recovery (SCR)
• Rock quality designation (RQD)
87. 115
2. Where?
GTI - Geoscientists Training Initiative
Where
?
Soil
Drilling QC
Asphal
t
Concr
ete
Lab
Conc.
Statio
n
88. 116
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Sand Tests
o Sieve Analysis
o Direct Shear box
• Clay tests
o Water content
o Hydrometer
o Atterberg limits (Plastic limit – Liquid limit)
o Uni-axial Unconfined test
o Consolidation
• Rock tests
o Unconfined compressive strength
o Permeability
o Porosity
• Aggregates Tests
o Proctor
o California bearing ratio(CBR)
89. 117
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Sand Tests
oSieve Analysis (Soil classification
test)
o Direct Shear box
90. 118
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Clay tests
o Water content
o Hydrometer (Soil classification test)
o Atterberg limits (Plastic limit – Liquid
limit)
o Uni-axial Unconfined test
o Consolidation
o Swelling
91. 119
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Rock tests
o Unconfined compressive strength
o Permeability
o Porosity
• Aggregates Tests
o Proctor
o California bearing ratio(CBR)
o Los Angelou’s (Soundness)
92. 120
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Sand Tests
oSieve Analysis (Soil classification
test)
o Direct Shear box
94. 122
2.2 Quality Control (Sand Tests)
GTI - Geoscientists Training Initiative
• Dry sieving is only suitable for sands
and gravels which do not contain any
clay.
101. 130
2.2 Quality Control (Sand Tests)
GTI - Geoscientists Training Initiative
• Direct shear test
• The direct shear test carried out in the
shear box apparatus; soil is cut to fit
tightly into a box which may be
rectangular or circular in plan and is
normally rectangular in elevation.
102. 131
2.2 Quality Control (Sand Tests)
GTI - Geoscientists Training Initiative
• The box is constructed to allow
displacement along its horizontal
mid-plane, and the upper surface of
the soil is confined by a loading
platen through which normal stress
may be applied.
103. 132
2.2 Quality Control (Sand Tests)
GTI - Geoscientists Training Initiative
• Shear load is applied to the lower
half of the box, the
• upper half being restrained by a
proving ring or load cell which is used
to record the shear load.
• The sample is not sealed in the shear
box; it is free to drain from its top
and bottom surfaces at all times
107. 136
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Clay tests
o Water content
o Hydrometer (Soil classification test)
o Atterberg limits (Plastic limit – Liquid
limit)
o Uni-axial Unconfined test
o Consolidation
o Swelling
108. 137
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Hydrometer: A hydrometer analysis is a
measurement method used to
determine soil particle size in a sample.
Hydrometer analysis is specifically for
soil particle sizes that are less than
approximately 0.75 mm in diameter.
113. 142
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Clay tests
o Water content
o Hydrometer (Soil classification test)
o Atterberg limits (Plastic limit – Liquid
limit)
o Uni-axial Unconfined test
o Consolidation
o Swelling
114. 143
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Atterberg: Atterberg limits is a basic
measure of the critical water content of
fine-grained soils. These tests include
shrinkage limit, plastic limit, and liquid
limit,
• Depending on the water content of a
soil, it may appear in four states: solid,
semi-solid, plastic and liquid.
115. 144
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• The Atterberg limit refers to the liquid limit
and plastic limit of soil.
• These two limits are used internationally for
soil identification, classification, and strength
correlations. When clay minerals are present
in fine-grained soil, the soil can be remolded
in the presence of some moisture without
crumbling. This cohesiveness is caused by
the adsorbed water surrounding the clay
particles.
116. 145
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• At a very low moisture content, soil behaves
more like a solid; at a very high moisture
content, the soil and water may flow like a
liquid. Hence on an arbitrary basis,
depending on the moisture content, the
behavior of soil can be divided into the four
basic states shown in Figure 5-1: solid,
semisolid, plastic, and liquid.
118. 147
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• This test method is used as an
integral part of several engineering
classification systems (USCS,
AASHTO, etc.) to characterize the
fine-grained fractions of soils and to
specify the fine-grained fraction of
construction materials.
119. 148
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• The liquid limit, plastic limit, and
plasticity index of soils are also used
extensively, either individually or
with other soil properties to
correlate with engineering behavior
such as compressibility, hydraulic
conductivity (permeability), shrink-
swell, and shear strength.
120. 149
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
Liquid Limit test
133. 162
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Clay tests
o Water content
o Hydrometer (Soil classification test)
o Atterberg limits (Plastic limit – Liquid
limit)
o Uni-axial Unconfined test
o Consolidation
o Swelling
134. 163
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Uni-axial Unconfined test
• To determine the shear strength of a
soil
139. 168
2.2 Quality Control (Clay tests)
GTI - Geoscientists Training Initiative
• Clay tests
o Water content
o Hydrometer (Soil classification test)
o Atterberg limits (Plastic limit – Liquid
limit)
o Uni-axial Unconfined test
o Consolidation
o Swelling
140. 169
2.2 Quality Control (Soil Tests)
GTI - Geoscientists Training Initiative
• Rock tests
o Unconfined compressive strength
o Permeability
o Porosity
143. 172
2.2 Quality Control (Rock Tests)
GTI - Geoscientists Training Initiative
• Rock tests
o Unconfined compressive strength
o Permeability
o Porosity
144. 173
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Aggregates Tests
o Proctor
o California bearing ratio(CBR)
o Los Angelou’s (Soundness)
145. 174
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Aggregates Tests
o Proctor
o California bearing ratio(CBR)
o Los Angelou’s (Soundness)
146. 175
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Proctor Compaction test:
• The objective of this test is to determine
the maximum proctor density.
• This is a relationship between an
optimal moisture content and a
maximal proctor density of the soil.
147. 176
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Proctor Compaction test:
• The Proctor Compaction test is used to
determine the density of a soil sample
in order to determine the foundation
stability of the soil.
148. 177
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Proctor Compaction test:
• The test is conducted by achieving the
highest density for different moisture
content percentages, while applying a
certain amount of energy. This is called
the optimal moisture content.
149. 178
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Proctor Compaction test:
• The test can be conducted as a Normal
Proctor test or, with more stringent
requirements, a more arduous test. The
difference between the tests is the
amount of energy used.
151. 180
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• Aggregates Tests
o Proctor
o California bearing ratio(CBR)
o Los Angelou’s (Soundness)
152. 181
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• The California Bearing Ratio test (CBR):
• The C.B.R. is the proportional
percentage between the plunger
pressure with a certain penetration and
the necessary plunger pressure to
achieve the same penetration in a
standard sample of “crushed rock”,
which has an assumed C.B.R.-value of
100%.
153. 182
2.2 Quality Control (Aggregates Tests)
GTI - Geoscientists Training Initiative
• The California Bearing Ratio test (CBR):
• The C.B.R. test provides information
about the load-bearing capacity of the
foundation (insitu field test) or of a
material (laboratory test). In the
Netherlands, the test is mainly used to
research the load-bearing capacity of
the soil on which a flexible road will be
built.
154. 183
2. Where?
GTI - Geoscientists Training Initiative
Where
?
Soil
Drilling QC
Asphal
t
Concr
ete
Lab
Conc.
Statio
n
156. 185
Agenda
GTI - Geoscientists Training Initiative
1. Introduction
2. WHERE?
• Soil
o 1. Drilling (Drilling, Sampling, and Description)
o 2. Quality Control
o 3. Asphalt
• Concrete
o 4. Lab
o 5. Concrete Station
3. Open Discussion and Questions
4. References
159. 188
Reference
GTI - Geoscientists Training Initiative
• Site Investigation, Second Edition, C. R. I. Clayton, M. C. Matthews and
N. E. Simons; Department of Civil Engineering, University of Surrey.
• https://www.engineeringcivil.com/