Cone penetration test is one of the most common in-situ tests for pile analysis given that by its analogy as a model pile, the measured cone resistance and sleeve friction can be employed for estimation of pile unit toe and shaft resistances, respectively. In this paper, group method of data handling (GMDH)-type neural networks optimized using Genetic algorithms (GAs) are used for modelling the...

Cone penetration testing (CPT) is a widely used geotechnical engineering in-situ test for mapping soil profiles and assessing properties. In CPT, cone on the end of series rods pushed into ground at constant rate resistance to tip measured (qm). The qm values are utilized characterize profile. Unfortunately, blurred and/or averaged which can result in distortion profile characterization inabili...

In geotechnical field investigations, cone penetration tests (CPT) are increasingly used for ground characterization of fine-grained soils. Test results different parameters that typically visualized in CPT based data interpretation charts. this paper we propose a novel methodology which is on supervised machine learning permits redefinition the boundaries within these charts to account unique ...

Perencanaan pondasi tiang memerlukan data penyeledikan tanah. Oleh karena itu, diperlukan dan analisis dari penyelidikan tanah yang akurat guna menghindari terjadi kegagalan pada tiang. Penyelidikan dengan pengujian Standard Pentetration Test (SPT) Cone Penetration (CPT) merupakan paling sering digunakan di beberapa proyek. Pada studi ini, dilakukan perhitungan daya dukung berdasarkan SPT CPT, ...

In the simple buildings, shallow foundations can be used to support construction above them. This foundation has various types, including type of footplate which calculated using Terzaghi equation. equation, it requires dimension parameters footing and soil material such as cohesion volume weight laboratory testing obtain it. Meanwhile, Schmertmann provides an equation bearing capacity factor i...