
In this foundational lesson, Plaxis 3D, a powerful finite element software widely used in geotechnical engineering, will be introduced. An understanding of the software’s interface, workflow, and the types of geotechnical problems it can solve will be gained. Additionally, various constitutive models will be covered, with their applications and impact on analysis results explained. Whether you are a beginner or refreshing your skills, the groundwork for more advanced topics will be set, equipping you with the knowledge needed to effectively address real-world geotechnical challenges.
Assess mesh size effects on shallow foundation results in Plaxis 3D. Compare coarse to fine meshes with near-footing refinement and extract ultimate and allowable bearing capacity from load settlement curves.
Explore soil-structure interaction in Plaxis 3D, modeling interfaces between soil and foundations or piles to capture contact, adhesion, and sliding under various loads.
Explore how increasing foundation depth (Df) affects ultimate bearing capacity using Plaxis 3D, comparing on-surface footing to one-meter deep excavation, and noting higher capacity and lower settlement with depth.
Simulate a reinforced concrete circular footing in PLAXIS 3D with defined soil and foundation parameters to estimate bearing capacity from the load–displacement curve, yielding about 308 kilonewtons per square meter.
Model a circular footing with volume elements in PLAXIS 3D shallow foundation and compare to a plate model, noting volume elements do not display shear, axial force, or moment diagrams.
Explore numerical dewatering with excavation using PLAXIS 3D for a shallow foundation case, comparing borehole water level and dewatered conditions to assess load settlement.
Shows elastoplastic analysis of a drained clay footing in PLAXIS 3D, including a 1 m by 1 m foundation, mesh refinement, and load–settlement results with zero excess pore water pressure.
Compare Mohr-Coulomb and hardening soil models, noting constant elasticity versus stress-dependent stiffness. The hardening model, with three moduli, is more accurate but requires more parameters and tests.
Explore how an underground concrete pipe affects the bearing capacity of an isolated footing with PLAXIS 3D, using a 1 m diameter, 0.05 m thick plate, comparing with cavity scenario.
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• Shallow Foundations Under Different Loading Conditions
• Ultimate Bearing Capacity of Soil
• Settlement Analysis of Shallow Foundations
• 3D Slope Stability Analysis
• Raft Foundation Analysis
• Piled-Raft Foundation Analysis
• Simulation of a Full-Scale Multi-Story Building
• Shallow Foundations on Weak Soil Reinforced with Geogrids and Geocells
• Soil Improvement Using Stone Columns and Jet Grouting
• Consolidation Analysis of Soft Soil
• Seismic Analysis of Raft Foundations Using Real Earthquake Data
• Seismic Analysis of Piled-Raft Foundations Using California Earthquake Data (1990)
• Seismic Analysis of a Full-Scale Building
• Prediction of Soil Liquefaction Using the UBC3D-PLM Model
• Analysis of Moving Loads on Pavements
By the end of this section, students will have the ability to design and analyze shallow foundations using PLAXIS 3D under various loading conditions, including vertical, eccentric, inclined, and combined loads. They will learn to calculate the ultimate bearing capacity of square, circular, strip, and combined footings on different soil types such as sand, clay, layered soil, and rock. Additionally, students will explore the influence of key factors like water table fluctuations, foundation depth, and soil-structure interaction on foundation performance.
This section also focuses on optimizing numerical simulations by using symmetrical quarter models, reducing mesh size, and improving analysis efficiency. Students will gain hands-on experience in simulating shallow foundation behavior under elastic, elasto-plastic, drained, and undrained conditions while comparing the accuracy of different soil constitutive models like Mohr-Coulomb and Hardening Soil. Advanced geotechnical challenges, including granular trenches, cavities, dewatering, and underground structures, will also be addressed.
By integrating theoretical knowledge with practical applications, this section equips students with essential numerical modeling techniques for real-world geotechnical problem-solving. They will develop expertise in evaluating settlement and factor of safety under varying soil conditions and loading scenarios, ensuring precise and reliable foundation design. This knowledge enhances decision-making skills and prepares students to tackle complex geotechnical challenges with confidence.