Various methods can be applied to improve soil behavior in order increase the bearing capacity or reduce settlement of footings. These categorized as stabilization improvement by use different geosynthetics; injection methods; grouting replacing weak with stronger materials. One most common and materials that used for improving soils, is placing a stone layer under footing. In this study, strip...

This study focuses on the finite element simulation of piles with different models in sandy soils using software PLAXIS 3D V20. The parametric has conducted to investigate influence multiple parameters axial capacity steel soil, including cross-section variables two cases: open and close-ended piles. typical circular square were selected as reference for comparison open-ended tapered pile 3b sh...

Using the foundation pit at Jianye Road Station of Hangzhou Metro Line 6 as a case study, deformation characteristics subjected to asymmetric loads is investigated in this paper using PLAXIS 3D numerical simulation software. The influence active pressure zone reinforcement, passive and increased thickness diaphragm wall loaded side on maximum lateral displacement retaining structure also system...

Skirted foundation behavior is enhanced due to the increase in skirt angle. The bearing capacity of inclined skirted foundations resting on sandy soil influenced by parameters and skirting systems. Finite element analyses were carried out using Plaxis-3D software find influence relative density, internal friction angle supported soil, additional skirts foundations. experimental work a small phy...

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...

Helical piles are foundation systems used to support compression, tension, and lateral loads. However, this type of was around the world for more than 25 years. Its behavior, especially in Iraq, is still unknown scare. The present study carried out by analyses pile using finite element method. Modeling helical geometry has been proposed through computer program Plaxis 3D. Parametric were also p...

Aiming at the problem of insufficient research on action mechanism and stability calculation method top beam in pile-anchor support structure, firstly force deformation model are established based elastic fulcrum coordination principle structure pile anchor end this paper. Secondly, under synergy crown simplified internal force, displacement overall slope constructed. Finally, combined with an ...