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GeoStruct Academy
Приєднався 27 вер 2013
Welcome to GeoStruct Academy, your premier destination for captivating insights into the dynamic realms of geotechnical and structural engineering.
Lesson 65. Simulation of Moving Load on Pavement Using PLAXIS 3D
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞
In this lesson, the behavior of pavement under a moving load is simulated using PLAXIS 3D. The setup of the pavement model, including material properties and boundary conditions, is explained in detail. A dynamic load is applied to represent vehicle movement, and the stress distribution, deformation, and settlement in the pavement are analyzed. The post-processing phase demonstrates how the results are visualized and interpreted, focusing on key outputs like stress contours and displacement profiles. This lesson is designed to enhance understanding of pavement performance under real-world loading conditions.
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞
𝐋𝐞𝐚𝐫𝐧 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐨𝐧𝐥𝐢𝐧𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐫𝐚𝐢𝐧𝐢𝐧𝐠
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐮𝐭𝐨𝐫𝐢𝐚𝐥
𝐏𝐋𝐀𝐗𝐈𝐒 𝐬𝐨𝐟𝐭𝐰𝐚𝐫𝐞 𝐜𝐨𝐮𝐫𝐬𝐞
𝐀𝐝𝐯𝐚𝐧𝐜𝐞𝐝 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐞𝐜𝐡𝐧𝐢𝐪𝐮𝐞𝐬
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐟𝐨𝐫 𝐛𝐞𝐠𝐢𝐧𝐧𝐞𝐫𝐬
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐜𝐞𝐫𝐭𝐢𝐟𝐢𝐜𝐚𝐭𝐢𝐨𝐧
𝐁𝐞𝐬𝐭 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐜𝐨𝐮𝐫𝐬𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐦𝐨𝐝𝐞𝐥𝐢𝐧𝐠
𝐏𝐋𝐀𝐗𝐈𝐒 𝐂𝐨𝐮𝐫𝐬𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐁𝐞𝐠𝐢𝐧𝐧𝐞𝐫 𝐭𝐨 𝐀𝐝𝐯𝐚𝐧𝐜𝐞𝐝 𝐋𝐞𝐯𝐞𝐥𝐬
In this lesson, the behavior of pavement under a moving load is simulated using PLAXIS 3D. The setup of the pavement model, including material properties and boundary conditions, is explained in detail. A dynamic load is applied to represent vehicle movement, and the stress distribution, deformation, and settlement in the pavement are analyzed. The post-processing phase demonstrates how the results are visualized and interpreted, focusing on key outputs like stress contours and displacement profiles. This lesson is designed to enhance understanding of pavement performance under real-world loading conditions.
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞
𝐋𝐞𝐚𝐫𝐧 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐨𝐧𝐥𝐢𝐧𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐫𝐚𝐢𝐧𝐢𝐧𝐠
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐮𝐭𝐨𝐫𝐢𝐚𝐥
𝐏𝐋𝐀𝐗𝐈𝐒 𝐬𝐨𝐟𝐭𝐰𝐚𝐫𝐞 𝐜𝐨𝐮𝐫𝐬𝐞
𝐀𝐝𝐯𝐚𝐧𝐜𝐞𝐝 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐭𝐞𝐜𝐡𝐧𝐢𝐪𝐮𝐞𝐬
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐟𝐨𝐫 𝐛𝐞𝐠𝐢𝐧𝐧𝐞𝐫𝐬
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐜𝐞𝐫𝐭𝐢𝐟𝐢𝐜𝐚𝐭𝐢𝐨𝐧
𝐁𝐞𝐬𝐭 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐜𝐨𝐮𝐫𝐬𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐦𝐨𝐝𝐞𝐥𝐢𝐧𝐠
𝐏𝐋𝐀𝐗𝐈𝐒 𝐂𝐨𝐮𝐫𝐬𝐞
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐁𝐞𝐠𝐢𝐧𝐧𝐞𝐫 𝐭𝐨 𝐀𝐝𝐯𝐚𝐧𝐜𝐞𝐝 𝐋𝐞𝐯𝐞𝐥𝐬
Переглядів: 319
Відео
🚧 𝐒𝐢𝐦𝐮𝐥𝐚𝐭𝐢𝐧𝐠 𝐌𝐨𝐯𝐢𝐧𝐠 𝐋𝐨𝐚𝐝𝐬 𝐨𝐧 𝐏𝐚𝐯𝐞𝐦𝐞𝐧𝐭𝐬 𝐰𝐢𝐭𝐡 𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 🚗
Переглядів 174Місяць тому
This animation demonstrates the simulation of moving loads on a pavement using PLAXIS 3D. The analysis captures the real-world behavior of pavements under dynamic vehicle loading, providing insights into stress distribution, deformation, and long-term performance. 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/ 905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
Lesson 64. Liquefaction Prediction in Multi-layered Soil Using UBC3D-PLM in PLAXIS 3D
Переглядів 255Місяць тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: This tutorial explores the prediction of soil liquefaction in multi-layered soil using the UBC3D-PLM model in PLAXIS 3D. The lesson covers the setup for seismic analysis, soil parameter selection, and evaluation of excess pore water pressure to assess liquefaction potential. Perfect for geotechnical engineers and researchers working with dynamic soil b...
Lesson 63. Prediction of Soil Liquefaction Using UBC3D-PLM Model in PLAXIS 3D
Переглядів 8522 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the prediction of soil liquefaction is demonstrated using the UBC3D-PLM model in PLAXIS 3D, an advanced tool for simulating soil response under seismic conditions. The theory of soil liquefaction, where saturated soil temporarily loses strength due to excess pore water pressure during seismic events, is introduced. The setup of the UBC3...
Earthquake-Induced Liquefaction Simulation Using PLAXIS 3D
Переглядів 5113 місяці тому
In this video, a comprehensive simulation of earthquake-induced soil liquefaction is presented using PLAXIS 3D. The dynamic response of saturated soil under seismic loading is demonstrated, with a focus on the development of excess pore water pressure and the occurrence of liquefaction. The UBC3D-PLM model is used to predict liquefaction potential, providing valuable insights for geotechnical e...
Advanced Earthquake Analysis of Full-Scale Multi-Story Building Using Plaxis 3D
Переглядів 2323 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, a seismic analysis of a full-scale multi-story building is conducted using PLAXIS 3D to evaluate the dynamic response of the structure under earthquake loading. The soil-structure interaction (SSI) is taken into consideration, ensuring that the impact of seismic forces on both the building and the underlying soil is captured accurately....
Lesson 62. Seismic Analysis of a Full-Scale Multi-Story Building Using PLAXIS 3D
Переглядів 5853 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, a seismic analysis of a full-scale multi-story building is conducted using PLAXIS 3D to evaluate the dynamic response of the structure under earthquake loading. The soil-structure interaction (SSI) is taken into consideration, ensuring that the impact of seismic forces on both the building and the underlying soil is c...
Lesson 61. Seismic Analysis of Piled-Raft Foundation Using 1990 California Earthquake in PLAXIS 3D
Переглядів 6414 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the seismic performance of a piled-raft foundation is analyzed using real earthquake data from the 1990 California earthquake. PLAXIS 3D is employed to model the interaction between soil, piles, and the raft foundation under seismic loading conditions. The focus is placed on understanding the distribution of forces, m...
Lesson 60. Seismic Analysis of Raft Foundation Using Real Earthquake Record in PLAXIS 3D
Переглядів 9754 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In This Lesson, the analysis of a raft foundation under dynamic loading from a real earthquake record is thoroughly explored. The lesson details the selection of an appropriate constitutive model for accurate seismic analysis, ensuring realistic soil behavior representation. Seismic boundary conditions and input methods are discussed...
Lesson 59. Accelerating Consolidation Settlement with Drains Using PLAXIS 3D
Переглядів 5154 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the acceleration of consolidation settlement using vertical drains is examined, building on the preloading techniques covered in the previous lesson. The implementation of vertical drains within a 3D model is demonstrated, allowing for the analysis of their impact on reducing settlement time. Factors such as drain spa...
Lesson 58. Mitigating Soft Soil Settlement Using Preloading Method With PLAXIS 3D
Переглядів 6264 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the preloading method for reducing settlement in soft soil is demonstrated using PLAXIS 3D. The simulation focuses on applying additional load to accelerate soil consolidation before construction. Key stages such as load application and removal are analyzed to evaluate the reduction in long-term settlement. By the end...
Lesson 57. Consolidation Settlement Analysis of Soft Clay Using PLAXIS 3D
Переглядів 8304 місяці тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the high settlement behavior of soft clay is analyzed using PLAXIS 3D. The focus is on understanding the significant settlement issues that arise when constructing on soft clay soils. The consolidation settlement process is modeled to predict the extent and timing of settlement. The lesson serves as a critical foundat...
Lesson 56. Effect of Ground Water Flow Boundary Conditions on Consolidation Time Using PLAXIS 3D
Переглядів 3675 місяців тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, the effect of groundwater flow boundary conditions on consolidation time was investigated using PLAXIS 3D. Different boundary conditions were applied to the model, and their impacts on soil consolidation behavior were observed. 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚...
Lesson 55. Consolidation Settlement Analysis Based on the Degree of Consolidation Using PLAXIS 3D
Переглядів 8775 місяців тому
𝐏𝐋𝐀𝐗𝐈𝐒 𝟑𝐃 𝐒𝐡𝐚𝐥𝐥𝐨𝐰 𝐅𝐨𝐮𝐧𝐝𝐚𝐭𝐢𝐨𝐧 𝐂𝐨𝐮𝐫𝐬𝐞: 𝐅𝐫𝐨𝐦 𝐓𝐡𝐞𝐨𝐫𝐲 𝐭𝐨 𝐏𝐫𝐚𝐜𝐭𝐢𝐜𝐞: In this lesson, consolidation settlement analysis will be conducted based on the degree of consolidation using PLAXIS 3D. The internal time required to achieve the specified degree of consolidation will be calculated, along with the evaluation of settlement and excess pore water pressure. 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬...
Lesson 54. Consolidation Settlement Analysis Based on Minimum Excess Pore Water Pressure: PLAXIS 3D
Переглядів 5735 місяців тому
Lesson 54. Consolidation Settlement Analysis Based on Minimum Excess Pore Water Pressure: PLAXIS 3D
Lesson 53. Consolidation Settlement Analysis for Multi-Story Building Using PLAXIS 3D
Переглядів 9105 місяців тому
Lesson 53. Consolidation Settlement Analysis for Multi-Story Building Using PLAXIS 3D
Lesson 52. Simulation of Shallow Foundation on Soft Soil Improved with Jet Grouting Using PLAXIS 3D
Переглядів 8626 місяців тому
Lesson 52. Simulation of Shallow Foundation on Soft Soil Improved with Jet Grouting Using PLAXIS 3D
Lesson 51. Foundation on Soft Clay Reinforced with Geogrid-Encased Stone Columns Using PLAXIS 3D
Переглядів 8006 місяців тому
Lesson 51. Foundation on Soft Clay Reinforced with Geogrid-Encased Stone Columns Using PLAXIS 3D
Lesson 50. Shallow Foundation on Soft Clay Reinforced with Stone Columns Using PLAXIS 3D
Переглядів 7556 місяців тому
Lesson 50. Shallow Foundation on Soft Clay Reinforced with Stone Columns Using PLAXIS 3D
Lesson 49. Simulation of Shallow Foundation on Geocell-Reinforced Soil Using PLAXIS 3D
Переглядів 5776 місяців тому
Lesson 49. Simulation of Shallow Foundation on Geocell-Reinforced Soil Using PLAXIS 3D
Lesson 48. Bearing Capacity of Footing on Geogrid-Reinforced Soil Using PLAXIS 3D
Переглядів 7706 місяців тому
Lesson 48. Bearing Capacity of Footing on Geogrid-Reinforced Soil Using PLAXIS 3D
Lesson 47. Symmetrical Quarter Model of Full-Scale 5-Story Building Considering SSI Using PLAXIS 3D
Переглядів 3196 місяців тому
Lesson 47. Symmetrical Quarter Model of Full-Scale 5-Story Building Considering SSI Using PLAXIS 3D
Lesson 46. Simulation of Full-Scale 5-Story Building Considering SSI Using PLAXIS 3D
Переглядів 1,1 тис.6 місяців тому
Lesson 46. Simulation of Full-Scale 5-Story Building Considering SSI Using PLAXIS 3D
Lesson 45. Simulation of Piled-Raft Foundation Using PLAXIS 3D
Переглядів 1,4 тис.6 місяців тому
Lesson 45. Simulation of Piled-Raft Foundation Using PLAXIS 3D
Lesson 44. Raft Foundation Analysis with Basement Walls Using PLAXIS 3D
Переглядів 3366 місяців тому
Lesson 44. Raft Foundation Analysis with Basement Walls Using PLAXIS 3D
Lesson 43. Raft/Mat Foundation Analysis Using PLAXIS 3D
Переглядів 6846 місяців тому
Lesson 43. Raft/Mat Foundation Analysis Using PLAXIS 3D
Lesson 42. Simulation of Rectangular Footing Near Slope Using PLAXIS 3D
Переглядів 5106 місяців тому
Lesson 42. Simulation of Rectangular Footing Near Slope Using PLAXIS 3D
Lesson 41. Simulation of Strip Footing Near Slope Using PLAXIS 3D
Переглядів 4326 місяців тому
Lesson 41. Simulation of Strip Footing Near Slope Using PLAXIS 3D
Lesson 40. Effect of Water Table on Factor of Safety (FS)of 3D Slope Using PLAXIS 3D
Переглядів 5146 місяців тому
Lesson 40. Effect of Water Table on Factor of Safety (FS)of 3D Slope Using PLAXIS 3D
Lesson 39. Estimation Factor of Safety (FS) of 3D Slope Using PLAXIS 3D
Переглядів 1,5 тис.6 місяців тому
Lesson 39. Estimation Factor of Safety (FS) of 3D Slope Using PLAXIS 3D
How to get software to work
@@BRNc7g 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
How you make Geocell? This is polygon shape?
@@shohidulislamshogib1067 Thank you for your question! In PLAXIS 3D, geocells are typically modeled as polygonal shapes to approximate their geometry. While it’s true that geocells have a hexagonal or cellular structure in reality, their complex shape is often simplified in numerical modeling for efficiency and accuracy. The polygonal representation allows us to simulate their reinforcement effect on soil realistically. You can also make cellular shape using autocad and import into Plaxis
What is the point of these videos if you are not explaining how to model the cavity or the foundation!
@@saifakoobi8718 these are demo lessons, 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
Thank you for the presentation which is very useful. It does not appear that the ultimate limit state of c. 615 kPa can be achieved by using Plaxis to model (note: hand cal will show you 615 kPa using published geo bearing capacity equations). For medium dense sand (say phi = 30 degs and c' = 0.1kPa) if you add a 0.1m thick material (linear not MC model), you will obtain the same results of hand cal. But for higher phi, it does not work. Also, you may wish to check the plastic failure points (many are along the near surface) which does not represent the true failure in the soil below the footing. I would very appreciate if anyone could comment and advise on how to use Plaxis to obtain ultimate bearing for dense sand.
how to add inclined load
@@zaheer4645 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
Will you help me to draw this?
Please make a video on it
@@Civil_one 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
in this video description you have mentioned that methodology for drawing is there in the video..but actually it's not. kindly help me with that.
@@aqeelurrehman6574 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
sir how to draw this slope?
I think you should create "surface" and then extrude them to generate volume. The left or right view allow you to give a good form easy to extrude in the x-direction. When your volume is good, you have to had material with the the properties of the soil that you study
@Ushanho-studio can you be in touch with me in DM.
@@aqeelurrehman6574 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
who can help me please to explain how we create a geometry model with a slope ?
Gracias y gran aporte, voy por el vídeo #3. ¡Suscrito!
𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428
Like did you import the model from revit or etabs or did you have to draw the model from scratch?
@@bryanboymansour1151 it is drawn in Plaxis 3D
@GeoStructAcademy can u redirect me to a tutorial where they are drawing the building from scratch?
@@bryanboymansour1151 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428
How did you draw the building in plaxis 3d?
@@bryanboymansour1151 if you want to get the full video which include all steps, you have to register in the course
Interesting
hi, when sholud i consider to calculate settlment with creep or without creep?, which one is the best model in plaxis 2D to calculate settlment with creep? Can you please some times to post calculation with Plaxis 2D?,,, Thanks a lot for ur time.
To decide whether to calculate settlement with creep, consider the soil type: for soft, compressible soils like clay and peat, creep is essential for capturing long-term settlement. The Soft Soil Creep (SSC) model in PLAXIS 2D is best for this, as it handles time-dependent deformations accurately.
Can you please provide me the data of the problem you discussed and along with terzaghi data you've mentioned in excel sheet
@@himaniipandey2932 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428
What is the difference between the allowable load and ultimate load phases?
The ultimate load is the maximum load capacity, while the allowable load is the safe design load, reduced by a safety factor to ensure reliability.
what about bondary condition? i applied xmin,xmax, ymin,ymax to free field. And zmin to compliant base. Did you applied like me? thanks!😀
@@jk2y98 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
Can yu show the List .? Coz by swiftly can’t check detail,,,,
@@김성권-m9z 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428 𝐄𝐦𝐚𝐢𝐥: 𝐠𝐞𝐨𝐭𝐞𝐜𝐡𝐧𝐢𝐜𝐚𝐥.𝐚𝐜𝐚𝐝𝐞𝐦𝐲@𝐠𝐦𝐚𝐢𝐥.𝐜𝐨𝐦
Hello
@@vetzeph1711 Hello, 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428
How do place footing and column above foundation please share vedio about it
@@banavathhemavathi5399 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: 📱 𝐖𝐡𝐚𝐭𝐬𝐀𝐩𝐩: wa.me/+905386602428
Kindly discuss the properties of the soil material and plate material used in the problem
@@riturajdevrani1022 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: wa.me/+905386602428
merci beaucoup pour la présentation
How can I add nail properties and Grout properties in plaxis 2D
What are the Loose Sand properties ?
@@KhaledSagar-k4x you have to join the course, to get full access, 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: 📱 𝐖𝐡𝐚𝐭𝐬𝐀𝐩𝐩: wa.me/+905386602428 📞 𝐖𝐡𝐚𝐭𝐬𝐀𝐩𝐩: +90 538 660 2428 📧 𝐄𝐦𝐚𝐢𝐥: geotechnical.academy@gmail.com
Wow so excited to watch this vodeo
Thanks for the lecture. There is a great lack of details on how to choose the parameters for the calculation of grout and the choice of a constitutive model for grout. I will try to get more detailed explanations
@@sbaralex thanks for your comment, this is a private course, if you want to watch the video with all details you have to enroll in the course, if you are interested in the course and want to register, please contact us on WhatsApp.
Why you did not explain how to define construction stages in PLAXIS
@@mohammedalmass4576 it is a private course, contact us on WhatsApp to get full access of the course,
Thanks sir, but I have one question: w(KN/m/m) how could I calculate it?
How to contact you ? please send me ur phone number or email id I have some doubts?
how can i buy your course?
@@gameon-z-250 contact us on WhatsApp 00905386602428
Do you plan to show how to calculate the subgrade reaction coefficient kz ? if we cooperate with civil engineers....
I don't have (can't find) fully coupled flow-deformation option in calculation type as for rainfall infiltration.. how can I set this option to be available?
What values of the applied?
@@baitichhamid7850 it is private course, to get full access you have to enroll in the course,
Really professional
@@اكلاتيوافكاريالمنزليةعلىطريقتي thanks
You videos are very helpful thank you so much😊
@@اكلاتيوافكاريالمنزليةعلىطريقتي thank you
Is this course available in UDEMY??
No, you can contact us to register
Could you please, explain to us how could we modeling a circular void under strip footing using Plaxis 2d?
Thankyou! Ur video is very important good job!
Dear sir please please buy a good mic 🎤 because the bad Audio really ruins your precious efforts 😭❤ love ❤
Best geotechnical eng chanel world wide
Thank you so much dear Dr. Halmat, your support is highly appreciated
Great work. It would be interesting to consider water table in this problem and then performing consolidation analysis with and without the granular backfill.
Thanks for your sharing!
Thanks for your comment
Hi, Thanks for sharing the video. Can you explain the procedure to incorporate the geometry and unsaturated soil properties, it would be very helpful. Thankyou.
Thanks for your comment, you can contact us via email or WhatsApp, to get information about our courses of Plaxis
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Sir, after shallow foundation please make video on pile foundation.......
@GeoStruct Academy, please is it possible to have the link to dowload the PLAXIS 3D software? Thanks in advance
Contact me via WhatsApp
This helped me so much. Thank you sir 🙏🏼
During rain fall the soil loss its suction due to unsaturated case why you not consider unsturated soil parameters in the stability analysis due to rain fall . with best regards thank you
Please can I have the software
Please can I have the software