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	<updated>2026-04-09T09:36:43Z</updated>
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		<title>Prashantt492: Creating course page via bot</title>
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		<updated>2026-03-04T09:58:42Z</updated>

		<summary type="html">&lt;p&gt;Creating course page via bot&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;{{Infobox Course&lt;br /&gt;
| code = CVL801&lt;br /&gt;
| name = Constitutive Modelling in Geotechnics&lt;br /&gt;
| credits = 3&lt;br /&gt;
| credit_structure = 3-0-0&lt;br /&gt;
| pre_requisites = &lt;br /&gt;
| overlaps = &lt;br /&gt;
}}&lt;br /&gt;
&lt;br /&gt;
== CVL801 : Constitutive Modelling in Geotechnics ==&lt;br /&gt;
Introduction: fundamental relations, models and soil mechanics. Elasticity: Isotropic, anisotropic, soil elasticity. Failure criteria for soils.Plasticity and yielding: yielding of clays, yielding of sands, slip line Courses of Study 2024-2025 Civil Engineering 153fields, introduction to upper and lower bounds, selected boundary value problems. Elasto-plastic model for soils: elastic volumetric strains, plastic volumetric strains, plastic hardening, plastic shear strains, plastic potentials, flow rule. Cam clay model: critical state line, shear strength, stress-dilatancy, index properties, prediction of conventional soil tests. Applications.&lt;/div&gt;</summary>
		<author><name>Prashantt492</name></author>
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