MABY5420 Geotechnical Site Investigation and Laboratory Testing Emneplan

After completing this course, the student will gain the following knowledge, skills, and general competence:

Knowledge

Students have in-depth knowledge of:

• soil aggregate, plasticity, and classification
• soil mechanical behavior: elasticity, plasticity, and shear strength
• effective stress and pore water pressure development due to loading
• stress path
• clay sensitivity and anisotropy
• concepts of constitutive modeling and soil state parameters
• cyclic loading properties

Skills

Students can:

• understand index properties of fine-grained and coarse-grained soils and perform soil classification
• interpret soil parameters from various types of experimental tests
• have a fundamental understanding of stress and strain states and general mechanical behaviors of soils
• apply soil elastic plasticity theory and concept of constitutive modelling

General competence

Students:

• have a solid understanding of general soil mechanical behaviors under various loading conditions
• have a good understanding of typical geotechnical parameters and application to engineering design
• have some simple form practice (for example in Excel) to use elastic-plasticity theory to simulate soil behaviours

BYGG2200 Geoteknikk or eqivialent

Lectures, exercises and projects

Three written homework assignments

The exam consists of two parts:

1) Written group project report, weighted 70%,

2) Oral group presentation of the project following by individual Q&A, weighted 30%.

The assessment is in the form of group evaluation with 2-4 students in each group. The project report is approximately 5000 words. The oral presentation should be within 15-20 minutes followed by individual Q&A sessions of 5-10 minutes each.

All assessment parts must be awarded a pass grade (E or better) for the student to pass the course.

Assessment part 1) can be appealed. Assessment part 2) cannot be appealed.

All types of materials and equipment are allowed.

Grade scale A-F

1) One internal examiner

2) Two internal examiners

External examiners are used regularly

Chuangxin Lyu

BYGG2200 Geotechnics or equivalent