نتایج جستجو برای: bearing capacity of footings
تعداد نتایج: 21183636 فیلتر نتایج به سال:
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...
تأثیر ناهمسانی مکانیکی و ناهمگونی پارامترهای مقاومت برشی خاکها بر ظرفیت باربری دراز مدت پیهای سطحی
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...
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...
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...
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...
Experimental and Numerical Investigation of Reinforced Sand Slope Using Geogird Encased Stone Column
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...
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...
نمودار تعداد نتایج جستجو در هر سال
با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید