Geotechnical Engineering Module Quiz

<p>A 3hr exam worth 100% of the module mark (C)</p> Signup and view all the answers

<p>Week 6 (C)</p> Signup and view all the answers

<p>The Final Exam (E)</p> Signup and view all the answers

<p>Weathering, Geological Mapping, and Geological Structures (D)</p> Signup and view all the answers

<p>Analyzing the potential environmental impact of the construction project (C)</p> Signup and view all the answers

<p>BS EN 1991: Eurocode 1 (A)</p> Signup and view all the answers

<p>To ensure safety remains a national responsibility. (A)</p> Signup and view all the answers

<p>BS EN 1994: Eurocode 4 (B)</p> Signup and view all the answers

<p>BS EN 1995: Eurocode 5 (C)</p> Signup and view all the answers

<p>Geotechnical and seismic designs (B)</p> Signup and view all the answers

<p>BS EN 1990: Eurocode 0 (D)</p> Signup and view all the answers

<p>Eurocode 10: Design of Glass Structures (C)</p> Signup and view all the answers

<p>BS EN 1996: Eurocode 6 (D)</p> Signup and view all the answers

<p>Eurocode 2, Eurocode 7, and Eurocode 8 (A)</p> Signup and view all the answers

<p>They address country-specific safety concerns and design parameters. (A)</p> Signup and view all the answers

<p>Ultimate Limit State (B)</p> Signup and view all the answers

<p>Serviceability Limit States &amp; Ultimate Limit States (D)</p> Signup and view all the answers

<p>A design methodology that considers the various conditions under which a structure might fail, focusing on preventing such failures. (A)</p> Signup and view all the answers

<p>Excessive deformation creating instability (A)</p> Signup and view all the answers

<p>Using a combination of methods including calculations, prescriptive measures, and observational approaches. (A)</p> Signup and view all the answers

<p>Using a code provision for the minimum depth of foundation based on the soil type. (B)</p> Signup and view all the answers

<p>To monitor a structure's behavior and make adjustments if necessary. (B)</p> Signup and view all the answers

<p>Calculating the cost-effectiveness of different foundation options. (A)</p> Signup and view all the answers

<p>They allow individual countries to choose the method that best suits their engineering practices. (D)</p> Signup and view all the answers

<p>Design Approach 2 (B)</p> Signup and view all the answers

<p>Creating a safety margin to account for uncertainties in the design process. (B)</p> Signup and view all the answers

<p>The experience of the design team (A)</p> Signup and view all the answers

<p>To address the unique and often complex characteristics of soil and rock. (B)</p> Signup and view all the answers

<p>Differences in national building codes and regulations. (D)</p> Signup and view all the answers

<p>To provide guidance on specific implementation details for each country. (C)</p> Signup and view all the answers

<p>It provides a conservative approach to design by focusing on potential overloads. (A)</p> Signup and view all the answers

<p>'FQ' is a variable action that can be applied and removed, whereas 'A' represents an extreme and unusual event. (C)</p> Signup and view all the answers

<p>Effects of actions are determined by the applied actions, while resistance is determined by material properties. (B)</p> Signup and view all the answers

<p>Material strength (XK) (D)</p> Signup and view all the answers

<p>Actions, material properties, and resistances (C)</p> Signup and view all the answers

<p>Shear strength of the soil (C)</p> Signup and view all the answers

<p>Because partial factors for actions and material properties already account for minor variations in geometrical data. (D)</p> Signup and view all the answers

<p>ad = anom ± Δa (B)</p> Signup and view all the answers

<p>To provide a safety margin to counteract uncertainties and ensure the reliability of the structure. (C)</p> Signup and view all the answers

The process of selecting a location for construction based on various factors such as geology and stability.

The branch of civil engineering that deals with the behavior of earth materials and their applications in construction.

The study of landforms and the processes that shape them, influencing construction stability.

Investigations conducted to assess the suitability of a location for construction projects, including excavation and sampling.

A strategic approach to site investigation that reduces risks, improves safety, and enhances efficiency.

The ability of soil to support the loads applied to it by structures, crucial for foundation design.

Methods used to enhance the physical properties of soil to support structures better.

Creating visual representations of geological features to aid in construction planning and site investigation.

A systematic study of a site's geological and soil conditions for construction.

A European standard for geotechnical design, ensuring safety and reliability.

The downward movement of the ground due to applied loads.

Experiments conducted on-site to assess the properties of soil and rock.

A practice examination simulating the actual assessment conditions.

A load that can be applied, removed, and reapplied to a structure.

Extreme and unusual events that are conceivable but rare.

Responses or internal forces caused by loads on a structure.

The ability to withstand actions without failure.

Dimensions and characteristics of a structural system, including levels and slopes.

Value derived from representative actions using Fd = Frep.γF.

Value derived to determine material strength, calculated as Xd = XK/γM.

Factors applied to account for variability in actions, materials, and geometrical data.

A design approach ensuring no relevant limit state is exceeded in engineering.

States that consider the structure’s function, comfort, and appearance during normal use.

States that address the safety of structures and risk of catastrophic failure.

Different types of ultimate limit states include EQU, UPL, HYD, STR, and GEO.

States that ensure a structure's balance and stability is maintained.

An arithmetic method comparing actions and resistances using partial factor methods.

Design methodology that relies on established standards and codes for safety.

Ways to ensure limit states are not exceeded include calculation, observation, and tests.

Values used in design that consider safety and performance under uncertainties.

A design method applying factors to actions alone and mainly to material properties.

A design method applying factors to both actions and resistances simultaneously.

Factors applied to structural actions and material properties, but not geotechnical actions.

Factors that relate to forces or loads that structures must support.

Factors relating to the strength and durability of materials in design.

Eurocode Basis of structural design (EC0).

Eurocode 1: Actions on structures (EC1).

Eurocode 2: Design of concrete structures (EC2).

Eurocode 3: Design of steel structures (EC3).

Eurocode 4: Design of composite steel and concrete structures (EC4).

Eurocode 5: Design of timber structures (EC5).

Eurocode 6: Design of masonry structures (EC6).

Eurocode 7: Geotechnical design (EC7).

Documents detailing national rules and parameters for Eurocodes.