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ZEMİN GERİLMELERİNİN SAYISAL GERİLME ÇÖZÜMLEMESİ YÖNTEMİYLE TAHMİNİ
2013
Journal:  
Uluslararası Teknolojik Bilimler Dergisi
Author:  
Abstract:

In this study, Stress factors are created on the foundation soil of point load and uniform load are modeled with finite elements method in computer. Engineering properties of soils under the sieve analysis, the limit values of consistency, optimum water content, maximum dry unit weight and swelling percentages were determined. As a result, on soils modeled by computer program, Phase2, under a uniform load consisting of stress distribution and under a point load consisting of stress distribution with the observed differences. Stress values shown in both the load is lower than soil safety factor. For this reason, the building to be constructed shall be transported easily to the foundation soil.

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Citation Owners
1. TEMEL OTURMA HESAPLARINDA GELENEKSEL YÖNTEM VE SONLU ELEMANLAR YÖNTEMİNİN KARŞILAŞTIRILMASI
2019

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2. TEMEL OTURMA HESAPLARINDA GELENEKSEL YÖNTEM VE SONLU ELEMANLAR YÖNTEMİNİN KARŞILAŞTIRILMASI
2019

  Details
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Uluslararası Teknolojik Bilimler Dergisi

Field :   Mühendislik

Journal Type :   Uluslararası

Metrics
Article : 46
Cite : 11
2023 Impact : 0.125
Details
Uluslararası Teknolojik Bilimler Dergisi