Abstract Stone columns (or granular piles, GPs) are progressively being utilized for ground improvement, mostly pliant edifice such as road mounds, oil depot, and so forth. The present analysis is done by introducing strengthening at both the ends of GP, i.e., bottom top end that bulging problem will be solved beneficiary effect bearing stratum can feature. Analysis a single partially strengthe...

The  study  aims  to  investigate  the  progressive  collapse  behaviour  of  RCC  building  under extreme  loading  events  such  as  gas  explosion  in  kitchen,  terroristic  attack,  vehicular collisions  and  accidental  overloads.  The  behavioural  changes  have  been  investigated  and node displacements  are computed when the building is subjected to sudden collapse of the  load beari...

The geometric optimization of orthopedic screws can considerably increase their orthopedic efficiency. Due to the high geometric parameters of orthopedic screws, a finite element simulation is an effective tool for analyzing and forecasting the effect of the parameters on the load-bearing capacity of different types of screws and bones. Thus, in the present study, the tensile strength of a typi...

To clarify behavior and sliding resistance of a spread foundation under combined load, static vertical loading test, lateral tests were conducted on sand. The the load was caused by soil failure beneath foundation. After peak resistance, settlement horizontal displacement increased although did not increase. When is less than about 1/2 ultimate bearing capacity, could be retained greater settle...

The equations of motion of a two-degrees-of-freedom mass in a magnetic bearing are non-linear in displacement, with geometric coupling of the magnetic bearing coupling the horizontal and vertical components of rotor motion. The non-linear forced response is studied in two ways: (1) using imbalance force; (2) using non-imbalance harmonic force. In the forced response, only periodic motion is inv...

Screw piles are widely used in supporting structures subjected to pullout forces, such as power towers and offshore structures, this research investigates their performance gypseous soil of medium relative density. The bearing capacity displacement a single screw pile model inserted with various diameters (D = 20, 30, 40) mm examined study. the testing had gypsum content 40% bedding density 40%...

Coal rock is rarely used as the foundation bearing strata. For buildings located on coal rock, it a reasonable and feasible way to obtain vertical characteristics of through field tests. Three plate load tests two bi-directional were carried out, design parameters capacity shallow deep obtained, respectively. The test results show that pressure–settlement curve steep-drop-type, deformation modu...

The purpose of this case report is to describe the clinical presentation of a patient who suffered from a fracture of the lateral tubercle of the posterior talar process caused by a fall while rock-climbing. The initial evaluation revealed diffuse ankle swelling, tenderness, and pain at the distal aspect of both malleoli. Plain film radiography revealed a fracture of the posterior process of th...

The frequency of foot injuries is increasing in certain athletes, particularly injuries to the tarsometatarsal joint complex. A high index of suspicion for this injury is required to make the diagnosis because the clinical signs often are subtle. A comprehensive examination along with bilateral weight-bearing plain radiographs of the foot should be obtained in any suspected midfoot injury. Furt...

The bearing capacity of a single pile in granular soil was analyzed piles under vertical loads in the study of the mechanism of shaft fiiction. The effect of the deformation modulus on the bearing capacity of the single pile in granular materials, and especially in sand, was examined. By using the FLAC program for the finite element analysis it was possible to predict quite accurately the load ...