نتایج جستجو برای: bearing capacity of footings

تعداد نتایج: 21183636  

2018
Joon Kyu Lee Sangseom Jeong

This paper describes the immediate settlement of uniformly loaded rough ring footings with any stiffness on an inhomogeneous finite layer overlying a rough rigid base, which is not yet covered in the literature. Numerical solutions for a wide range of geometric and material combinations are obtained by finite element method. The effects of dimensionless parameters related to footing internal op...

Natural formation of soil deposits causes heterogeneity and anisotropy in their strength and stiffness properties. However, most soils in their natural states exhibit some anisotropy with respect to shear strength and heterogeneity with respect to the depth. In this paper, the standard Mohr- Coulomb constitutive law is generalized to anisotropic version in order to consider the effect of cohesi...

Journal: :Environmental geotechnics 2022

Construction on peat deposits represents a major challenge for the geotechnical community. Waterlogged have great potential buoyancy generation. The premise of present investigation is that this can be beneficially incorporated in foundation design practice, thereby reducing net bearing pressure and hence resulting settlements. A novel system, comprising bamboo frame (BF) structure incorporatin...

ژورنال: علوم آب و خاک 2015
سلطانیان, سمانه , عابدی کوپایی, جهانگیر , قیصری, مهدی ,

Lack of knowledge on soil geotechnical properties can cause many problems in the construction and maintenance of irrigation and drainage networks. In general, all of unconventional soils such as gypsiferous soils can cause some problems to irrigation canals. Some studies have been conducted on a variety of problematic soils, but still there is a need for more research activities and field studi...

پایان نامه :دانشگاه آزاد اسلامی - دانشگاه آزاد اسلامی واحد تهران مرکزی - دانشکده مدیریت 1392

data envelopment analysis (dea) is a powerful tool for measuring relative efficiency of organizational units referred to as decision making units (dmus). in most cases dmus have network structures with internal linking activities. traditional dea models, however, consider dmus as black boxes with no regard to their linking activities and therefore do not provide decision makers with the reasons...

Among all of the slope stability methods, use of stone columns and geosynthetic elements can be a good way for stabilizing. One of the efficient ways in order to reinforce earth slopes is Geogrid Encased Stone Column (GESC). This technique can dramatically increase bearing capacity and decrease settlement rate. The aim of this paper is experimentally to investigate a comparison between the beha...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه علم و صنعت ایران - دانشکده عمران 1384

هدف در این پایان نامه، پیش بینی ظرفیت باربری نهایی استاتیکی شمع های کوبیده شده با انتهای بسته، با استفاده از شبکه عصبی بوده است. همانطور که می دانیم معمولا استفاده از شبکه های عصبی در پیش بینی های ژئوتکنیکی در صورتی امکان پذیر است که، یک سری اطلاعات آزمایشگاهی موجود باشد. در اینجا، اطلاعات موجود، مربوط به دو آزمایش cpt و آزمون بارگذاری استاتیکی شمع می باشد. در واقع هر جا که شمع ساخته شده و مورد...

Journal: :Frattura ed Integrità Strutturale 2009

Journal: :Journal of the Society of Materials Science, Japan 1969

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