This document provides an introduction to a geotechnical engineering laboratory course at Texas Tech University. It includes information about the course syllabus, schedule, report format, and the objectives and procedures for the first lab which involves determining the moisture content, unit weight, and specific gravity of a soil sample. The significance of understanding soil properties for civil engineers is discussed. Key relationships between the weight and volume of the solid, water, and air phases in a soil sample are also explained.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Determination of consolidation properties (like CV, CC, CS, t90, mv, av) of the given soil specimen (Dhanauri Clay) by conducting one-dimensional consolidation test using fixed ring type setup.
Learning Outcomes:-
1. From consolidation test, the following information can be determined:
a) Amount of settlement experienced by a soil-structure after load application
b) Rate of consolidation of soil under a normal load
c) Degree of consolidation at any time
d) Pressure void ratio relationship
e) Coefficient of consolidation at various successively increasing pressure
f) Permeability of soil at various stages of loading
g) Compression index of soil
2. The general procedure for laboratory evaluation of consolidation characteristics of soils involves a one-dimensional consolidation.
This is necessary because of:
• Difficulty of instrumentation for recording volume change and natural strains.
• Complexities in mathematical analysis of three-dimensional consolidation.
3. The underlying assumptions in the derivation of the mathematical equations are as follows:
• The clay layer is homogeneous.
• The clay layer is saturated, the compression of the soil layer is due to the change in volume only, which in turn, is due to the squeezing out of water from the void spaces.
• Darcy’s law is valid.
• Deformation of soil occurs only in the direction of the load application.
4. Effects of ring friction
• During loading reduce stress acted on the specimen, specimen compresses less.
• During rebound reduce the swelling tendency specimen swell less.
• Flatten the swelling curve at low stress level.
5. Resultant Cv decreases with increasing stress, implying its NC clay.
6. Sample was preserved in polybag to check loss of moisture content.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Determination of consolidation properties (like CV, CC, CS, t90, mv, av) of the given soil specimen (Dhanauri Clay) by conducting one-dimensional consolidation test using fixed ring type setup.
Learning Outcomes:-
1. From consolidation test, the following information can be determined:
a) Amount of settlement experienced by a soil-structure after load application
b) Rate of consolidation of soil under a normal load
c) Degree of consolidation at any time
d) Pressure void ratio relationship
e) Coefficient of consolidation at various successively increasing pressure
f) Permeability of soil at various stages of loading
g) Compression index of soil
2. The general procedure for laboratory evaluation of consolidation characteristics of soils involves a one-dimensional consolidation.
This is necessary because of:
• Difficulty of instrumentation for recording volume change and natural strains.
• Complexities in mathematical analysis of three-dimensional consolidation.
3. The underlying assumptions in the derivation of the mathematical equations are as follows:
• The clay layer is homogeneous.
• The clay layer is saturated, the compression of the soil layer is due to the change in volume only, which in turn, is due to the squeezing out of water from the void spaces.
• Darcy’s law is valid.
• Deformation of soil occurs only in the direction of the load application.
4. Effects of ring friction
• During loading reduce stress acted on the specimen, specimen compresses less.
• During rebound reduce the swelling tendency specimen swell less.
• Flatten the swelling curve at low stress level.
5. Resultant Cv decreases with increasing stress, implying its NC clay.
6. Sample was preserved in polybag to check loss of moisture content.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
It is a presentation containing description of the following two ways of determining the moisture content of soil:
1. Oven Dry Method
2. Speedy Moisture Test
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Experimental and Analytical Study on Uplift Capacity -Formatted Paper.pdfSamirsinh Parmar
Horizontal Plate Anchor,
Cohesion less soil,
Uplift anchor,
The uplift capacity of the anchor,
Breakout factor,
ground anchors,
Experimental analysis,
Analytical Verification,
Embedment Ratio
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Toll tax management system project report..pdfKamal Acharya
Toll Tax Management System is a web based application that can provide all the information related to toll plazas and the passenger checks in and pays the amount, then he/she will be provided by a receipt. With this receipt he/she can leave the toll booth without waiting for any verification call.
The information would also cover registration of staff, toll plaza collection, toll plaza collection entry for vehicles, date wise report entry, Vehicle passes and passes reports b/w dates.
This document is by explosives industry in which document discussed manufacturing process and flow charts details by nitric acid and sulfuric acid and tetra benzene and step by step details of explosive industry explosives industry is produced raw materials and manufacture it by manufacturing process
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
This is a assigned group presentation given by my Computer Science course teacher at Green University of Bangladesh, Bangladesh.
My Presentation Topic was - Cloud Computing
This group presentation includes the work Md. Shahidul Islam Prodhan, pages no 10 - 15.
www.facebook.com/TheShahidul
www.twitter.com/TheShahidul
www.linkedin.com/TheShahidul
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.
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
1. Civil Engineering - Texas Tech University
CE 3121: Geotechnical Engineering Laboratory
Introduction
Moisture Content, Unit Weight, Specific Gravity
and Phase Relationships
Abdulrahman Alhabshi
Sources:
Soil Mechanics – Laboratory Manual, B.M. DAS (Chapters 2 - 3)
1
2. Civil Engineering - Texas Tech University
Handouts: Syllabus, Report Format
Class website:
http://www.classes.ce.ttu.edu/ce3121/
Significance of the Class
Lab No.1: Moisture Content, Specific gravity
and Unit Weight of soil
Background: Phase Relationship
Class Outlines
2
3. Civil Engineering - Texas Tech University
Syllabus
Text books:
Soil Mechanics: Laboratory
Manual by Braja M. Das
Lecture Notes
ASTM Standards 2005
Class organization
1 hour class
2 hours lab
Class Schedule (No classes Oct 18 & 19)
Attendance
3
4. Civil Engineering - Texas Tech University
Report Format
Each group will submit one report per lab
Reports are due one day before the class at 9am
(Ex: for Wed. class, submit report on Tuesday at 9am)
All reports should follow the report format
Title and Table of Contents
Purpose & Objective
Apparatus & Procedures
Deviation from ASTM Standards
Table of results
Figures
Sample Calculations
Discussion and Conclusion
4
5. Civil Engineering - Texas Tech University
Report Format - Conclusion
Report your results (use a table)
Do the results fall within the expected range
or not?
(Check tables and match your results)
If not, Explain why (what went wrong?)
5
6. Civil Engineering - Texas Tech University
Significance of this Class
Why do you need to learn about soils?
Almost all structures are either constructed
of soil, supported on soil, or both.
Who must be concerned with soils?
Civil engineers (structural, environmental and
geotechnical) must have basic understanding
of the soil properties in order to use them
effectively in construction.
6
7. Civil Engineering - Texas Tech University
Transcosna Grain Elevator, Canada
Oct. 18, 1913
West side of foundation sank 24-ft 7
8. Civil Engineering - Texas Tech University
Settlement
Palacio de las Bellas, Artes,
Mexico City
Leaning Tower, Pisa
8
10. Civil Engineering - Texas Tech University
Organization of the Lab Tests
Physical
(Soil Characteristics)
Mechanical
Moisture
Content
Unit Weight
CompressibilityPermeability
Specific
Gravity
Gradation
Atterberg
Limits
Strength
(Shear)
Geotechnical engineering
Structural engineering
Pavement engineering
Environmental engineering
Geotechnical engineering
Structural engineering
Pavement engineering
Soil Properties
(Soil Classification)
10
11. Civil Engineering - Texas Tech University
Today’s Lab
Determination of unit weight (density)
Determination of moisture content
Determination of specific gravity
Establishing the phase (weight-volume)
relationship diagram
Calculation of:
Dry unit weight
Void ratio
Porosity
Degree of saturation
11
12. Civil Engineering - Texas Tech University
1- Unit Weight, g
Take several measurements for diameter and
height
Take the average for H, D
Calculate g
V
M
g
H
D
V
where
4
2
H
D
12
13. Civil Engineering - Texas Tech University
2- Moisture Content, w
Definition: Moisture content is an indicator of the
amount of the water present in soil.
Moisture content, w(%)
ASTM 2216 (Conventional Oven Method)
ASTM D 4643 (Microwave Oven Method)
3 minutes at 50% Power (mass ≈ 50 g)
T
w
s
w
M
M
notbut
M
M
w 100%
Mw – Mass of waters
Ms – Mass of solids
MT – Total mass
13
14. Civil Engineering - Texas Tech University
2- Moisture Content – Sample Size
Minimum mass of moist material selected to be
representative of the total samples:
Maximum Particle Size
(95-100% Passing)
Standard Sieve
Size
Recommended Min. Mass
of moist specimen
2 mm or less # 10 20 g
4.75 mm # 4 100 g
9.5 mm 3/8-in 50 g
19.0 mm ¾-in 250 g
37.5 mm 11/2 -in 1000 g
75.0 mm 3-in 5000 g
14
15. Civil Engineering - Texas Tech University
2- Moisture Content - Procedure
Video Demos
17. Civil Engineering - Texas Tech University
3- Specific Gravity, Gs
Definition; specific gravity, Gs, of soil solids is the
ratio of the density of the aggregate soil solids to
the density of water.
Mathematically,
ASTM D 854
This method is applicable for soils composed of
“Particles smaller than 4.75mm in size”.
w
s
sws
w
w
s
s
w
s
s
M
M
GhenceVVbut
V
M
V
M
G
;
g w = 1 g/cm3 at 40C
or w = 62.4 lb/ft3
17
18. Civil Engineering - Texas Tech University
3- Specific Gravity – Sample Size
The procedure employs Archimedes’s principle
“A body submerged in water will displace a volume of water equal to its own
volume.”
The key to successful application of this procedure is the
removal of entrapped air
Recommended mass for test specimen
Soil Type
Specimen Dry Mass (g)
250 mL Pycnometer
Specimen Dry Mass (g)
500 mL Pycnometer
SP, SP-SM 60 ± 10 100 ± 10
SP-SC, SM, SC 45 ± 10 75 ± 10
Silt or Clay 35 ± 5 45 ± 10
18
19. Civil Engineering - Texas Tech University
3- Specific Gravity - Apparatus
Report Gs in terms of GS (200C) = GS (Ti0C) x A
A – From Table 3-2 Pg 12
See Example in Table 3-3 Pg 13
19
Video Demos
20. Civil Engineering - Texas Tech University
3- Specific Gravity – Expected Values
Expected Values for Gs
Type of Soil Gs
Sand 2.65 - 2.67
Silty sand 2.67 – 2.70
Inorganic clay 2.70 – 2.80
Soils with mica or iron 2.75 – 3.00
Organic soils < 2.00
20
23. Civil Engineering - Texas Tech University
The Mineral Skeleton
Volume
Solid Particles
Voids (air or water)
23
24. Civil Engineering - Texas Tech University
Three Phase Soil
(Partially Saturated)
Solids
Air
Water
Mineral Skeleton Idealization:
Three Phase Diagram
24
25. Civil Engineering - Texas Tech University
Two Phase Soil
(1) Fully Saturated Soils
Fully Saturated
Water
Solids
Mineral Skeleton
25
26. Civil Engineering - Texas Tech University
Two Phase Soil
(2) Dry Soils [Oven Dried]
Mineral Skeleton Dry Soil
Air
Solids
26
27. Civil Engineering - Texas Tech University
Weight-Volume Relationships
Volume Weight
Solids
Air
Water
WT
Ws
Ww
Wa~0
Vs
Va
Vw
Vv
VT
27
28. Civil Engineering - Texas Tech University
Weight Relationships (weight -ratios)
Weight ratios
Moisture Content, w
Specific Gravity, Gs
Weight Components:
Weight of Solids = Ws
Weight of Water = Ww
Weight of Air, Wa ~ 0
%100(%),
s
w
W
W
wContentWater
Solids
Air
Water
WT
Ws
Ww
Wa~ 0
28
29. Civil Engineering - Texas Tech University
Specific Gravity (weight ratio)
WaterofVolumeEqualanofWeight
ceSubsaofWeight
GravitySpecific
tan
WaterofWeightUnit
ceSubsaofWeightUnit
GravitySpecific
tan
%100,
ws
s
w
s
s
s
V
WV
W
GGravitySpecific
gg
Unit weight of Water, gw or w
gw = 1.0 g/cm3 (strictly accurate at 4° C)
gw = 62.4 pcf
gw = 9.81 kN/m3
29
30. Civil Engineering - Texas Tech University
Typical Values for Specific Gravity, Gs
30
31. Civil Engineering - Texas Tech University
Volumetric Relationships (Vol. ratios)
Volumetric ratios
Void ratio, e
Porosity, n(%)
Degree of Saturation, S (%)
Volume Components:
Volume of Solids = Vs
Volume of Water = Vw
Volume of Air = Va
Volume of Voids = Va + Vw = Vv
Solid
Air
Water
Vs
Va
Vw
Vv
VT
31
32. Civil Engineering - Texas Tech University
Volumetric Relationships
s
v
V
V
eRatioVoid ,
%100(%),
V
w
V
V
SSaturationofDegree
%100(%),
T
v
V
V
nPorosity
32
33. Civil Engineering - Texas Tech University
Weight-Volume Relationships
Steps to develop the weight-volume relationship
Separate the three phases
The total volume of a soil
Assuming the weight of air (Wa) to be negligible, the
total weight is then given as
awsvs VVVVVV
wsT WWW
33
34. Civil Engineering - Texas Tech University
Example:
Determine moisture content, void
ratio, porosity and degree of
saturation of a soil core sample.
Also determine the dry unit
weight, gd
Data:
Weight of soil sample, MT = 1013g
Vol. of soil sample, VT = 585.0cm3
Specific Gravity, Gs = 2.65
Moisture Content, w = 12.1%
34
35. Civil Engineering - Texas Tech University
Solid
Air
Water
Ma~0
Volumes Weights
1013.0g585.0cm3
904.0g
Gs =2.65
109.0g
341.1cm3
109.0cm3
243.9cm3
134.9cm3
gw
= 1.0 g/cm3
Sample Calc.
gMMM sTw 1099041013
3
9.134)1091.341(585)( cmVVVV wsTa
3
3
109
)/(0.1
)(109
cm
cmg
gW
V
V
W
w
w
w
w
w
w
g
g 3
3
1.341
)/(0.165.2
)(904
cm
cmg
g
G
W
V
V
W
G
ws
s
s
ws
s
s
gg
gVVV awv 9.2439.134109
35
g
w
M
M
MwMMwM
insubstitute
MwM
M
M
wbut
MMM
T
s
sssT
sw
s
w
swT
904
121.01
1013
1
)1(
)1()2(
)2(
)1(
w
=12.1%
36. Civil Engineering - Texas Tech University
Sample Calculation (cont.)
g
w
M
M
MwMMwM
insubstitute
MwM
M
M
wbut
MMM
T
s
sssT
sw
s
w
swT
904
121.01
1013
1
)1(
)1()2(
)2(
)1(
gVVV awv 9.2439.134109
3
3
1.341
)/(0.165.2
)(904
cm
cmg
g
G
W
V
V
W
G
ws
s
s
ws
s
s
gg
3
3
109
)/(0.1
)(109
cm
cmg
gW
V
V
W
w
w
w
w
w
w
g
g
3
9.134)1091.341(585)( cmVVVV wsTa
gMMM sTw 1099041013
1
2
3
4
5
6
36
37. Civil Engineering - Texas Tech University
Weight-Volume Relationships (cont.)
From the previous figure we can find:
Moisture content, w
Void ratio, e
Porosity, n
Degree of saturation, S
Dry unit weight, gd 3
55.1
585
904
cm
g
V
W
T
s
d g
%7.44100
9.243
109
v
w
V
V
S
715.0
1.341
9.243
3
3
cm
cm
V
V
e
s
v
%7.41100
)(0.585
)(9.243
3
3
cm
cm
V
V
n
T
v
%1.12100
)(904
)(109
g
g
W
W
w
s
w
37
41. Civil Engineering - Texas Tech University
This Report Should Include
1. Unit Weight of Soil, g
2. Water Content, w
3. Specific Gravity, Gs
4. Three Phase Diagram
5. Void ratio, e
6. Porosity, n
7. Degree of Saturation, S
8. Dry Unit Weight, gd
41