بایگانی برچسب: soil analysis

In this tutorial, the Numerical investigation on damage characteristics of ice sheet subjected to underwater explosion load in Abaqus has been studied. The ice is modeled as a three-dimensional solid part. The air, soil, water, and TNT are modeled as an Eulerian part. You can see a figure of the ...

In this tutorial Simulation and calculate the long-term load capacity of a pipe pile in Abaqus has been investigated.The pile in this example is cylindrical in shape and loaded in the axial direction only; therefore, the finite element mesh of the pile and the surrounding soil can take advantage of this ...

In this tutorial Simulation embankment and excavation on saturate soil in Abaqus has been investigated. Two dimensional space to model ground and embankment as shell part is used. Because of humidity , in property modulus permeability constant ,elasticity,and Colomb  plasticity has been implanted.You can see a schematic of position at below ...

در این ویدئو به شبیه سازی احداث خاکریز و گودبرداری در خاک مرطوب در نرم افزار آباکوس پرداخته ایم. برای مدلسازی از فضای دوبعدی استفاده و پارت خاک و خاکریز به صورت جداگانه ایجاد شده اند. در این مثال خاک به صورت مرطوب فرض شده و به همین دلیل باید اثرات ...

The primary motivation of this study was the development and implementation of an explicit nonlin-ear dynamic finite element based methodology for investigating the crashworthiness of small lightweight rigid impacting into soft soil.The crash dynamics of aircraft are highly dependent on the characteristics of the impact terrain, as different terrains produce ...

Buried pipelines are among the most important elements of lifelines used for distribution of water, gas, oil, etc. Buried pres-surized gas pipelines are likely to be endangered by accidental explosions in process industries, explosives factories, open pit mines, quarries, public works or even intentional explosions near a pipeline Multiple explosions ...

In this tutorial consolidation of soil in interaction with concrete pile in Abaqus has been investigated.All parts has modeled in one part and tree zone was created with partition as soil zone,pile and cohesive for modeling interaction between pile and soil interference .Analysis contains three steps. In the first step soil ...

Using backfill soils with cohesive fine contents to build geosynthetic-reinforced soil (GRS) retaining walls for permanent purposes has attracted considerable attention in recent years.Such back fills are considered to be marginal since they contain cohesive fines that have a plasticity index (PI)>6 and mayor may not exceed 15%.If justified, this ...

In this video step by step simulation of embankment construction on saturate soil floor in Abaqus has been done. In the below figure schematic of simulation has been showed. Soil is contained two section as dry and saturate section Elastic material with coulomb-Mohr plasticity for soil has been used. Because ...

In this video Simulation interaction between clay and concrete wall under external pressure in Abaqus has been done.In the below figure schematic of geometry is mentioned To model concrete wall and clay soil  two dimensional space has been implanted.  The concrete wall is modeled as elastic model and clay is modeled ...

Throughout the years, underground tunnels have offered a quick and cost effective alternative to address transportation requirements in many countries. Terrorist attacks, such as the bombing of the Moscow Metro in 2004, London Subway in 2005, and Belarus in 2011, highlight that these structures should be carefully designed to withstand ...

In this video soil impact to the metal plate in Abaqus by using SPH method has been simulated. The soil is modeled as three dimensional part with elastic–plastic behavior and smooth particle hydrodynamic formulation. Coulomb-Mohr plasticity is implanted for soil. To definite particle element edit input file capability has been ...

This video has presented TBM(Tunneling) into dry mix with saturate soil in Abaqus step by step.The soil is modeled as three dimensional part with two separate zone to assign dry and saturate condition with Mohr-Coulomb plasticity. Liner is modeled as three dimensional shell with concrete material. This analysis contain some ...

In this video pile in interaction with soil under vertical load in Abaqus has been investigated. To model this tutorial two D has been used.Concrete pile is modeled as elastic material and Mohr-Coulomb plasticity with variant elastic depend on elevation for soil has been implanted. Infinite element for modeling area ...

In this video interaction between concrete wall and soil in Abaqus has been investigated.  The wall and soil are modeled as two D parts and elastic material for concrete and variant elastic and plastic material for soil has been used.  This analysis contain four steps that all of them are ...