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Earth Retaining Structures

Code: EC0077     Acronym: ESTE

Keywords
Classification Keyword
OFICIAL Geotechnics

Instance: 2015/2016 - 1S

Active? Yes
Responsible unit: Geotechnics Division
Course/CS Responsible: Master in Civil Engineering

Cycles of Study/Courses

Acronym No. of Students Study Plan Curricular Years Credits UCN Credits ECTS Contact hours Total Time
MIEC 29 Syllabus since 2006/2007 5 - 5 60 133

Teaching language

Suitable for English-speaking students

Objectives

JUSTIFICATION:
This course complements the formation related with earth retaining structures, initiated in Soil Mechanics 2 with the study of retaining walls, and focus on the study of flexible structures not covered previously, namely, cantilever retaining walls, single propped retaining walls, multi-propped retaining walls, multi-anchored retaining walls and soil nailed excavations.

OBJECTIVES:
To learn the theories and methods related with theconception, the design, the construction and the monitoring of flexible earth retaining structures.

Learning outcomes and competences

SKILS AND LEARNING OUTCOMES:

Knowledge: To describe the main concepts related with the behaviour of flexible earth retaining structures.

Comprehension: To identify the appropriated methods of analysis and design and to select the adequated constructive solutions.

Application: To calculate and to develop structural solutions for different scenarios, relaying on the current National and European structural codes. To draw structural solutions that illustrate the obtained design.

Analysis: To discuss and compare different structural solutions, them taking into account the site constraints.

Synthesis: To consider and to formulate solutions on the basis of alternative quality criteria and construction sustainability .

Evaluation: To criticize solutions and to recommend new proposals that overcome shortcomings or present advantages.

CIVIL ENGINEERING PROJECT
Acquisition of a set of skills for the design of flexible earth retaining structures, involving the appropriate choice of the solutions and technologies, the analysis, the design and the detailing of the solutions, including the definition of the construction phases and the monitoring plans.

RESEARCH IN CIVIL ENGINEERING
Application of advanced methodologies of analysis of flexible earth retaining structures. Confrontation of the results with the ones from classic methodologies.

CIVIL ENGINEERING PRACTICE
To learn the elaboration and the organization of the project of flexible earth retaining structures.

Working method

Presencial

Pre-requirements (prior knowledge) and co-requirements (common knowledge)



Program

1. Concept of flexible earth retaining structure. Soil-structure interaction. Soil-arch effect. Examples of earth retaining structures.
2. Cantilever retaining walls.
3. Single propped retaining walls.
4. Multi-propped retaining walls.
5. Multi-anchored retaining walls.
6. Constructive solutions. Sheet pile walls, concrete piled walls, Berlin-type walls, jet-grouting walls and large diameter shafts.
7. Hydraulic Instability. Bearing capacity (heave) analysis in soft soils.
8. Vertical stability of anchored walls. Global stability analysis.
9. Ground anchors.
10. Movements associated with excavations.
11. Monitoring of excavations.
12. Nailed excavations.

DISTRIBUTION:

Scientific content – 60%
Technological content – 40%

DEMONSTRATION OF THE SYLLABUS COHERENCE WITH THE CURRICULAR UNIT'S OBJECTIVES:
This curricular unit complements the formation related with earth retaining structures, initiated in Soil Mechanics 2 with the study of retaining walls, and focus on the study of flexible structures not covered previously, namely, cantilever retaining walls, single propped retaining walls, multi-propped retaining walls, multi-anchored retaining walls and soil nailed excavations.

Mandatory literature

M. Matos Fernandes; Estruturas de Suporte de Terras, FEUP, 1990
Malcolm Puller; Deep Excavations - A Pratical Manual, Thomas Telford, 1996

Teaching methods and learning activities

Theoretical classes with exposition of the theories and methods of analysis and design of flexible earth retaining structures, with frequent reference to construction works. Theoretical-practical classes with the development and design of several types of flexible earth retaining structures. Visit to construction sites.

DEMONSTRATION OF THE COHERENCE BETWEEN THE TEACHING METHODOLOGIES AND THE LEARNING OUTCOMES:
To calculate and to develop structural solutions for different scenarios, relaying on the current National and European structural codes. To draw structural solutions that illustrate the obtained design. To discuss and compare different structural solutions, taking into account the site constraints. To consider and to formulate solutions on the basis of alternative quality criteria and construction sustainability. To criticize solutions and to recommend new proposals that overcome shortcomings or present advantages. Acquisition of a set of skills for the design of flexible earth retaining structures, involving the appropriate choice of the solutions and technologies, the analysis, the design and the detailing of the solutions, including the definition of the construction phases and the monitoring plans.

Software

Plaxis

keywords

Technological sciences > Engineering > Civil engineering > Structural engineering
Technological sciences > Engineering > Civil engineering > Geotechnics

Evaluation Type

Distributed evaluation with final exam

Assessment Components

Designation Weight (%)
Exame 70,00
Trabalho escrito 30,00
Total: 100,00

Eligibility for exams

Achieving final classification requires compliance with attendance at the course unit, according to the MIEC assessment rules. It is considered that students meet the attendance requirements if, having been regularly enrolled, the number of absences of 25% for each of the classes’ types is not exceeded.

Calculation formula of final grade

The final classification or grade is calculated using the weighted average of the distributed assessment and final exam classifications, with weights of 0.30 and 0.70, respectively. To obtain approval is required to achieve in the final exam a minimum classification of 9.5. When the classification of the final exam is less than this minimum value, the final grade coincides with the exam classification.

Internship work/project



Special assessment (TE, DA, ...)



Classification improvement



Observations

PREVIOUS KNOWLEDGE
This course depends and applies to civil engineering subjects related with Strength of Materials, Theory of Structures, Soil Mechanics and Concrete Structures.

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