UNION COLLEGE
Environmental
Science, Policy & Engineering Program (ESPE)
Spring 2023
Geoenvironmental Applications
ENS-252
Lectures: TTH 10:55 AM - 12:40 PM, Olin-306. Lab:
TH 1:55 - 4:45 PM, Olin-306.
COURSE DESCRIPTION
ENS-252. Geoenvironmental Applications: This course introduces field applications related to soil and water. It explores the natural characteristics and testing of soil as a construction material and as a bearing layer. It covers seepage analysis, aquifers, and well fields. It details the components of containment systems for waste disposal to alleviate environmental pollution and contamination. It also presents the basics of water movement in closed conduits and in open channels, and the development of supply networks. For labs, students gain experience in utilizing industry-standard testing methods of the American Society for Testing and Materials (ASTM). Tests include soil classification, composition, flow and permeability, compaction, compressibility, strength, slope stability, and environmental geotechnology with focus on the Environmental Protection Agency's (EPA) design specifications. Prerequisite(s): Prerequisites: MTH-112 or higher, and PHY-120 or higher. Corequisite(s): ENS 252L CC: SCLB Lecture/Lab Hours Three class hours and a weekly lab.
COURSE GRADE
- Assignments
= 25%
- Lab
Reports = 20%
- Mid
Term Test (6th week) = 20%
- Project
= 15%
- Final
Examination = 20%
SCHEME OF
FINAL GRADE |
90+ = A |
85+ = A- |
80+ = B+ |
75+ = B |
70+ = B- |
65+ = C+ |
60+ = C |
55+ = C- |
50+ = D |
- Attendance of exams is mandatory. If you must miss the midterm test due to extraordinary circumstances beyond your control (a letter from the Dean of Students will be required in this case), your 20 points of the midterm test will be automatically transferred to the final exam, i.e., your final will be graded out of 40 points. No makeup for the midterm test will be allowed for any reason. If you miss the midterm without a supporting letter from the Dean of Students, there will be 5 points penalty, i.e., the maximum score you can earn in your final exam is 35/40.
- If you must miss the final exam due to extraordinary circumstances beyond your control (a letter from the Dean of Students will be required in this case), your grade in the course will be prorated based on the components of your term work. No makeup for the final exam will be allowed for any reason.
- Due date for assigned course work will be announced in class. Late submission of course work is assessed at -1 point per day or part thereof.
- The academic performance of the students in this course will be held to the standards of Union College's Honor Code.
- Students with disabilities will be accommodated as per Union College's Policy.
TEXTBOOKS
-
Das,
B.M. (2020). "Principles of Geotechnical Engineering"
Tenth Edition, Cengage Learning. [Suggested].
-
Koerner,
R.M. (2012). "Designing with Geosynthetics" Sixth
Edition, Prentice Hall. [Suggested].
COURSE SYLLABUS
Soil Exploration
-
Common Methods of Sampling
Soils and Rocks
-
Rock Cycle and the Origin of Soil
-
Soil Particles
-
Clay Minerals
-
Mechanical Analysis of Soil
-
Effective Size, Uniformity Coefficient, and Coefficient of
Gradation
Soil Composition
-
Weight-Volume Relationships
-
Unit Weight, Void Ratio, Moisture Content, and Specific Gravity
Relationships
-
Unit Weight, Porosity, and Moisture Content Relationships
-
Relative Density
-
Consistency of Soils
-
Unified Soil Classification System
Soil Compaction
-
General Principles
-
Standard Proctor Test
-
Factors Affecting Compaction
-
Modified Proctor Test
-
ASTM and AASHTO Specifications for Compaction Test
-
Structure of Compacted Cohesive Soil
-
Effect of Compaction on Cohesive Soil Properties
-
Field Compaction
-
Specifications for Field Compaction
-
Determination of Field Unit Weight of Compaction
-
Special Compaction Techniques
-
Soil stabilization and deep mixing
-
Environmental remediation
Flow of Water in Soil: Permeability and
Seepage
-
Hydraulic Gradient
-
Darcy's Law
-
Coefficient of Permeability
-
Laboratory Determination of the Coefficient of Permeability
-
Effect of Temperature on Coefficient of Permeability
-
Equivalent Permeability in Stratified Soils
-
Permeability Test in Field by Pumping From Wells
-
Coefficient of Permeability from Auger Holes
-
Equation of Continuity
-
Flow Nets
-
Uplift Pressure under Hydraulic Structures
Effective Stress Concept
-
Stresses in Saturated Soil without Seepage
-
Stresses in Saturated Soil with Seepage
-
Seepage Force
-
Heaving in Soil due to Flow around Sheet Piles
-
Effective Stress in Partially Saturated Soil
-
Capillary Rise in Soil
-
Effective Stress in the Zone of the Capillary Rise
Determination of Shear Strength
Parameters for Soils in the Laboratory
-
Triaxial Shear Test
-
Unconfined Compression Test of Saturated Clay
-
Sensitivity and Thixotropy of Clay
|
Compressibility of Soil
-
Fundamentals of Consolidation
-
One-Dimensional Laboratory Consolidation Test
-
Void Ratio Pressure Plots
-
Normally Consolidated and Overconsolidated Clays
-
Effect of Disturbance on Void Ratio-Pressure Relationship
-
Influence of Other Factors on e-log p Relationship
-
Calculation of Settlement due to One-Dimensional Primary
Consolidation
-
Compression Index
-
Swell Index
-
Settlement due to Secondary Consolidation
-
Time Rate of Consolidation
-
Coefficient of Consolidation
Designing with
Geosynthetics
Allowable versus
ultimate geotextile properties
-
Strength-related problems
-
Flow-related problems
Designing for
separation
-
Overview of applications
-
Burst resistance
-
Tensile strength requirement
-
Puncture resistance
-
Impact (Tear) resistance
Designing for
roadway reinforcement
-
Unpaved roads
-
Membrane-encapsulated soils
-
Paved roads
Designing for
soil reinforcement
-
Geotextile reinforced walls
-
Geotextile reinforced embankments
Designing for
filtration
-
Overview of applications
-
General behavior
-
Geotextiles behind retaining walls
-
Geotextiles around underdrains
-
Geotextiles beneath erosion control structures
-
Geotextile silt fences
Design for
drainage
-
Overview of applications
-
General behavior
-
Gravity drainage design
-
Pressure drainage design
-
Capillary migration breaks
Designing with
geonets
Designing with
geonet drainage
-
Transportation-related applications
-
Environmental-related applications
|
LABORATORY
SCHEDULE
Lab
(1): Grain size distribution of granular soils (for soil
classification).
Lab (2):
Atterberg
limits of cohesive soils (clay).
Lab (3):
Moisture-density
relations of soils (compaction test).
Lab (4):
Permeability
of granular soils (constant head).
Lab (5):
Unconfined
compressive strength of cohesive soil.
Lab (6):
Direct
shear test of soils under consolidated drained conditions.
Lab (7):
One-dimensional
consolidation properties of soils.
Lab
(8): Unconsolidated, undrained compressive strength of
cohesive soils in triaxial compression.
Lab (9):
Testing of Geosynthetics
Lab (10):
Applications
of Geosynthetics.
SPECIFICATIONS
OF LAB REPORT
Students will
work in randomly divided groups. Groups are to submit lab reports
showing their specific test results. All group members will get
the same grade, therefore it is the group members' collective
responsibility to contribute to the effort of report preparation.
Any student in any group who wishes to submit his/her own lab
report is free to do so and will be graded independently. The lab
report shall include a cover page with the names of all partners
in the group, course and test titles, and date. The report itself
shall contain the objective of the test, procedure, a clear sketch of
equipment used, tables of data recorded, presentation of results
in charts and graphs, and conclusions. The report should
emphasize the technical aspect of the test. Emphasis of
grading will be placed on the technical content of the report as
well as clarity, creativity, and correctness of writing.
TERM PAPER "ENVIROTOPIA"
Introduction
Envirotopia is a
research-based paper with focus on environmental soil hazards
and the efforts made for clean up and remediation. It is also
possible to conduct an environmental impact study of a site where
a new facility is proposed. Furthermore, one can make site
characterization for real estate development the focus of his/her
project.
Paper Subject
- Each student selects the paper subject they like to study. Students in this course come from many departments. Students may wish to address in their project a problem that is closely related to their major since soil problems/contamination/pollution has many environmental dimensions. Students may also wish to explore a new field of interest or use a theme of a subject that has intrigued them.
- The Geoenvironmental Applications course covers a wide variety of topics. These topics include soil composition, permeability, compaction, shear strength, consolidation, and recent advances in environmental geotechnology. A quick scan of the above topics, one can immediately see that each and every one of these topics requires an in-depth study of soil properties and structure in order to determine the most proper method for efficient clean up and remediation of contaminated soil. This may also be necessary for site characterization and environmental impact studies.
- There are numerous examples in the literature of well established as well as experimental methods for site clean up. Students are to report in depth on a project of their choice and explain the rationale behind the selection of the method used and its relationship with the site soil conditions and properties.
- Students can
select their subject at anytime during the course but no later than the 7th
week of the term. All papers must be on different subjects.
- A student that
was the first in selecting a given subject would be the only one entitled to
it. The earlier you select a subject, the wider the selection available to
you.
- You can drop a subject you selected and select a different one as long as
this is done no later than the 7th week of the term (provided that the new
subject had not been previously taken by another student).
- Once you
settled on a subject, upload to Nexus a title for your paper and a brief description of your intended subject. The instructor will provide you with feedback on the viability of the selected subject.
Resources
- Students may
collect the materials (technical and non-technical) for their chosen project
from one or more of the following sources (in no specific order): the Internet, publications,
professional journals, magazines, textbooks, movies, documentaries, and all
other credible sources including interviews with knowledgeable and
experienced individuals.
- Students are
required to cite in their paper all the sources they used in their
research in the form of "References", "Bibliography", Works Cited", "Footnotes", or any standard method of citation. Internet sites are cited using the address (URL) of those sites.
All other references are to be cited with the name of author, year, title of
paper or book, page, and publisher.
- Students are
responsible for checking the accuracy of materials obtained from Internet
sources. Many Internet sources are not peer-reviewed and may lack
credibility. Remember that in this day and age, any one can publish anything
on the Internet. This does not qualify published materials to be worthy of
an academic endeavor such as a term paper.
Submittals
Papers should be a Word document or PDF. There is no minimum or maximum page limit for papers. In addition to the text, students may wish to supplement their papers with proper photos, pictures, tables, graphs, charts, and figures. Supplementing materials must be referenced at least once in the text of the paper.
Grading Criteria
In their written paper and oral presentation, students are expected to highlight and detail the principles their selected project is founded on. The grade in this term paper will be assigned based on the quality and depth of thought, organization, and relevance of content to the subject under consideration, understanding, clarity of presentation, and demonstration of ability to address questions with comprehension.
The grade in this paper will be assigned
based on the quality and organization of the report, relevance of
content to the problem under consideration, understanding,
clarity of presentation, organization, and demonstration of
ability to address questions with comprehension.
Professor Ghaly HomepageUnion College
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