Articles

type: Journal
Title DOI Date
Prediction of time-dependent bearing capacity of concrete pile in cohesive soil using optimized relevance vector machine and long short-term memory models 10.1038/s41598-024-83784-8
Proposing New Artificial Intelligence Models to Estimate the Shear Wave Velocity of Fine-grained Soils: A Case Study #
Numerical Studies on Performance of Helical Pile-supported Embankments Over Soft Clay 10.5829/ije.2024.37.04a.03
Proposing new models to predict pile set-up in cohesive soils #
Prediction and Optimization of Pile Bearing Capacity Considering Effects of Time 10.3390/math10193563
Effect of OCR and Pile Diameter on Load Movement Response of Piles Embedded in Clay over Time 10.1061/(ASCE)GM.1943-5622.0002419
Evaluation of performance of piled-raft foundations on soft clay: A case study #
Numerical modelling of pile installation and set-up effects on pile shaft capacity 10.1080/19386362.2017.1368185
Specimen Preparation Methods for Artificially Cemented Sand in Simple Shear and Hollow Cylinder Apparatuses 10.24200/sci.2017.4177
Numerical Simulation of Soil Stress State Variations due to Mini-Pile Penetration in Clay 10.1007/s40999-016-0141-z
ارزيابي آزمايشگاهي اثر صمغ فارسي بر پارامترهاي مقاومتي سطوح تماس مختلف خاك- سازه #
مطالعه عددي خاكريزهاي متكي بر شمع هاي پيچي و بتني تحت بارگذاري ترافيكي راه آهن #
پيش بيني ظرفيت باربري وابسته به زمان شمع هاي كوبشي در خاك چسبنده با استفاده از روش گروهي مديريت داده ها #
ارزيابي تأثير مشخصات هندسي پي راديه شمع بر رفتار آن در خاك رس نرم تحت شرايط زهكش شده #
type: Conference
Title Date
Investigating the benefits of using biological methods in improving the geotechnical characteristics of clay and sandy soils: A review
Investigating the geotechnical properties of fine-grained soil in the south of Tehran
Numerical modeling of pile installation effects on stress state in clay
Comparison of pile bearing capacity from CPT and dynamic load tests in clay considering soil setup
Numerical investigation of soil stress state variations with time around a penetrating cylindrical object
Comparison of ? and ? methods with CPT and pile load test data: A case study with attention on soil setup Effects