In this study, peak particle velocity (PPV) values for driving three piles with diameters of 40 cm, 50 and 70 cm in a clayey soil through the impact piling method are investigated by an experimental study numerical simulation. An is carried out on scale 1:20 operation. Numerical simulation performed using axisymmetric model PLAXIS 2D finite element software. Properties used obtained from geotec...

This article presents the experimental and numerical analysis behavior on Mechanically Stabilized Earth Wall (MSE) under applied overburden load performed 1.5 m high, 0.9 width, 1.2 length reinforced with deformed steel bars embedded in sand alone tires shred-sand mixture. The study investigates how bars, strength, geometry affect failure mechanism. top of wall was laden additional weight at va...

The artificial freezing method can effectively improve the stability of strata and provide favorable conditions for construction safety shield tunnel in water-rich strata. Based on frozen tunneling project a metro station, which is close to important buildings, reasonable parameters are proposed this paper. simulation model was established by using Plaxis 3D finite element software (Version 201...

Anadolu topografyası geçirdiği jeolojik evrimi sebebiyle engebeli bir morfolojiye sahip olup mühendislik yapılarının çalışıldığı alanlarda şev yarmalarının oluşmasına sebebiyet vermektedir. Bu bağlamda, Batman ili sınırları içerisinde kalan Batman-Mardin Yolu üzerindeki yüksek kaya şevleri farklı analiz programlarıyla çalışılmış programlar karşılaştırılarak ortamındaki duraylılığının ortaya kon...

Unsaturated soil mechanics is of keen relevance when dealing with above the water table orcompacted soils. Barcelona Basic Model (BBM) one most widely used constitutive models for describing unsaturated behaviour and available as a model in software like PLAXIS CODE_BRIGHT (developed by UPC). The present study demonstrates numerical framework to implement BBM within ABAQUS package user-defined ...

Abstract A comparative analysis of the solutions for seismic impact on a flexible retaining wall designed to strengthen construction excavation multi-storey building in Sofia has been performed. For this purpose, following FEM calculation models interaction with surrounding soil body were compiled: (1) 1D beam-column-spring model wall, including spring support its embedded length and pseudostat...

Abstract This paper aims to study the behaviour of a circular footing resting on two granular layers, i.e., dense sand layer loose strata, subjected vertical and an inclined loading (?=0°, 10°, 20°, 30°) using finite element (FE) software PLAXIS-3D. The Mohr-Coulomb criterion is employed for analysis model, in which parameters are considered vary significantly; (1) thickness top (dense layer) (...

Bu çalışmada, Amasya İli, Merkez İlçesi’nde inşaası yapılan konut türü yapı için temel zemini ıslahında uygulanan derin zemin karıştırma yönteminin incelemesi gerçekleştirilmiştir. Derin yöntemi, mevcut problemli zeminlere çeşitli mekanik şaftlar vasıtasıyla katkı maddelerinin (bağlayıcı) enjekte edilerek karıştırılması esasına dayanır. Yöntem, kohezyonsuz zeminlerde genel olarak taşıma kapasit...