LOAD-SETTLEMENT BEHAVIOUR OF MODEL PILE GROUPS IN SAND UNDER VERTICAL LOAD
نویسندگان
چکیده
منابع مشابه
Modeling of Vertical Breakwater Wall under Bilateral Seawater Load
Floating breakwaters are widely used due to their various advantages over stationary breakwaters. Lots of researches have been done on hydrodynamics and the type of bracing of these kinds of structures in recent years. In this study, numerical modeling of stresses caused by collision waves has been investigated. For this purpose, samples of floating breakwaters have been modeled in ANSYS softwa...
متن کاملLoad Settlement Behaviour of Sandy Soil Blended with Coarse Aggregate
The structures of every kind rest on the soil under laying them. The stability of these structures depends upon the load carrying capacity of the soil. The bearing capacity of soil also depends upon the quantum of coarser particles presents in it. The plate load test is used for the design of footing. Therefore, in the present investigation, the plate load tests were conducted to study the sand...
متن کاملBidimensional Sand Pile Model
In this paper we introduce the Bidimensional Sand Pile Model (BSPM), that is, a generalization of the Sand Pile Model (SPM) with the addition of a further dimension. The SPM and some related models have been studied in many different domains and they play an important role in the theory of discrete dynamical systems. They were considered in the context of integer lattices by Brylawski in 1973. ...
متن کاملDialogue Behaviour under High Cognitive Load
For safety reasons, in-vehicle dialogue systems should be able to take the cognitive load of the driver into consideration. However, it is important to distinguish between two types of cognitive load, namely if the cognitive load is affecting the driving behaviour or not. We will present findings from a data collection carried out in the DICO project1, where the dialogue behaviour under high co...
متن کاملLudwick Cantilever Beam in Large Deflection Under Vertical Constant Load
The aim of this paper is to calculate the horizontal and vertical displacements of a cantilever beam in large deflections. The proposed structure is composed with Ludwick material exhibiting a different behavior to tensile and compressive actions. The geometry of the cross-section is constant and rectangular, while the external action is a vertical constant load applied at the free end. The pro...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Civil Engineering and Management
سال: 2017
ISSN: 1392-3730,1822-3605
DOI: 10.3846/13923730.2017.1396559