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Analysis of the retaining wall design problem in the framework of the Tyler Rationale

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Analysis of the retaining wall design problem

in the framework of the Tyler Rationale

Robert CHARLIER, François BERTRAND, Benjamin CERFONTAINE,

Simon DELVOIE & Anne-Catherine DIEUDONNÉ

T

YLER

R

ATIONALE

The coherence of any education system lies on the respect of the Tyler Rationale [1] which puts the relationship between the objectives, the teaching method and the evaluation forward.

In practice, it means that the eval-uation aims at assessing the accom-plishment of preliminarily fixed objec-tives, that the teaching method should be adapted to the accomplishment of these objectives, and that the evalua-tion assesses what we strove to stu-dents to learn.

Learning Objectives

Evaluation Learning Experiences

Figure 1: Tyler Rationale

L

EARNING OBJECTIVES

The learning objectives of the course of Geotechnics and Infrastructures are to:

• Master the principles and fundamental

laws of soil mechanics;

• Select and interpret the appropriate charac-terization tests for a given purpose;

• Design building foundations, retaining

structures and dams.

L

EARNING EXPERIENCES

The learning experiences are based on both

theoretical and practical classes taught in equal time proportions.

The theoretical part is ex-cathedra while the students work actively in the practical classes. Before the exercises classes, some syntheses are given to the students. The resolution of one of the exercises is given after.

E

VALUATION

Figure 2: Scheme of a typical examination question

The practical part of the examination of the course of Geotechnics generally includes a retaining wall design problem. The question consists of

• verify the stability to slipping;

• calculating the safety coefficient relative to the soil bearing capacity.

This exercise assesses most of the skills developed in the course to achieve the learning objectives.

A

NALYSIS

Table 1 lists and classifies the mistakes we identified in the student answers for the retaining wall design problem. In this classification, the mistakes specific to geotechnics are distinguished from the ones which are not specific to geotechnics. In this second category, many mistakes reveal a lack of pre-requisite.

Geotechnics Non-Geotechnics

• Preliminary data calculations (e.g. γsat) • Misreading of the statement (e.g. use of a wrong length)

• Wrong γ in the stress calculation • Wrong algebraic handlings

• Ka/Kp confusionUnit conversion (e.g. overload)

• Horizontal stress calculations via total vertical stress • Calculation of resultant forces (Geometry formula) • Sum of horizontal stresses • Calculation of moment arms (Geometry formula) • Inadequate consideration of water • Direction of the forces and moments

• All strengths not considered (e.g. overload) • All terms and coefficients not considered

in the soil bearing capacity formula

Table 1: Classification of the mistakes

Despite the objective of evaluating geotechnical knowledge and not mathematical one, it sometimes appears that some students fail the examination mainly because of a lack of requisite. We think that it is not contradictory with the Tyler Rationale because the pre-requisites have to be known and mastered. However, the difficulty of the examination should stand from geotechnical considerations and not in the calculus. It is the reason why the value of the moment is often given in the statement.

C

ONTACT

I

NFORMATIONS

Robert.Charlier@ulg.ac.be Francois.Bertrand@ulg.ac.be B.Cerfontaine@ulg.ac.be S.Delvoie@ulg.ac.be AC.Dieudonne@ulg.ac.be

R

EFERENCES

[1] R.W. Tyler. Basic principles of curriculum and instruction. 1949.

C

ONCLUSION

The analysis of the answers given by the students to the retaining wall design problem raised the following questions: • Which is the main reason for failing the course of Geotechnics? Is it directly linked to geotechnics or not?

• What is finally evaluated in the retaining wall design problem? Is it in accordance with the Tyler Rationale? • What type of regulation should be envisaged and introduced for the students?

The different types of mistakes have been listed and classified : some mistakes are linked to Geotechnics but others to a lack of pre-requisites. This list allows the teacher to be aware of the most common mistakes so he can insist on things not to do during the learning experiences. The classification is also fundamental. Indeed, if a student failed essentially because of a lack of pre-requisites, there is no reason he succeed by repeating the course in the same conditions. He should be therefore redirected to a self-regulating.

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