The Influence of Strain Gradient on the shear Band in a Saturated Soil

The dynamic localization of saturated soil is investigated by considering the influence of higher strain gradient. It is shown that the strain gradient has a significant influence on the evolution of shear band in saturated soil and that the width of shear band is proportional to the square root of the strain gradient softening coefficient. The numerical simulation is processed to investigate the influences of shear strain gradient and other factors on the evolution of shear band.

Physical modeling of untrenched submarine pipeline instability

Wave-induced instability of untrenched pipeline on sandy seabed is a `wave-soil-pipeline' coupling dynamic problem. To explore the mechanism of the pipeline instability, the hydrodynamic loading with U-shaped oscillatory flow tunnel is adopted, which is quite different from the previous experiment system. Based on dimensional analysis, the critical conditions for pipeline instability are investigated by altering pipeline submerged weight, diameter, soil parameters, etc. Based on the experimental results, different linear relationships between Froude number (Fr) and non-dimensional pipeline weight (G) are obtained for two constraint conditions. Moreover, the effects of loading history on the pipeline stability are also studied. Unlike previous experiments, sand scouring during the process of pipe's losing stability is detected in the present experiments. In addition, the experiment results are compared with the previous experiments, based on Wake II model for the calculation of wave-induced forces upon pipeline. It shows that the results of two kinds of experiments are comparable, but the present experiments provide better physical insight of the wave-soil-pipeline coupling effects.

Mechanical Properties And Constitutive Relationships Of 30Crmnsia Steel Heated At High Rate

In this paper, the mechanical behavior of 30CrMnSiA steel after heating at a high rate are investigated experimentally and theoretically, including a detailed discussion of the effects of strain rate and temperature. Two constitutive models are presented to describe the mechanical response of this material after heating at a high rate, and verified by experimental results. (C) 2007 Elsevier B.V. All rights reserved.

Vérmenes gastrointestinales en Gallus gallus familia doméstica y su control con Neem (azadirachta indica, A. Juss) y Madero negro (Gliricidia sepium)

El presente trabajo se llevó a cabo con el propósito de determinar la fauna de vérmenes parásitos gastrointestinales y su control en gallinas de patio, en las condiciones climático ecológicas del municipio de El Sauce, León. Para el control de los parásitos se utilizaron productos botánicos. Se realizaron muestreos en dos épocas del año (seca y lluvíosa) y dos categorías (pollos y gallinas adultas). La muestra estuvo constituida por 200 animales. El tamaño de las sub-muestras fue de 50 animales por categoria y por epoca. Para la identificacion de los parasitos se uso la helmintologia de Ruff y Norton (1984)Reid y Mac Deugald (1984)Ach y Orichel (1987)EL examen post- morten se realizó de acuerdo a la metodología de Fowler ( 1990). Durante el desarrollo del experimento se identificaron I5 especies de helmintos gastrointestinales. La medía de parásitos, en la categoría de gallina en la época lluvia fue de 4.46 (:t 10.41), y en la época de seca 5.87 (:1: 13.59). En la categoría de pollo, en la época de lluviosa, la media fue de 10.6 (±17.12) y en la época de seca 12.04 (:t 25.6). Los parásitos gastrointestinales de mayor prevalencia independientemente de la categoría y de la época del año fueron los nematodes: Ascaridia galli, Heterakis gallinarum, Tetramere americana; y el cestode Railletina tetragona.Los cestodes Railletina williansi, Hymenolepis cantaniana tienen mayor aparición en época lluviosa .. Al relacionar la prevalencia e intensidad de los parásitos gastrointestinales entre épocas y categorías, se observó mayor aparición durante la época seca que en la epoca lluviosa y más en pollos que en gallinas. Las soluciones acuosas de Neem y madero negro tienen efecto signíficativo en el control de los parásitos gastrointestinales, al igual que el producto químico Amebendazol.

Experimental Verification And Theoretical Analysis Of The Relationships Between Hardness, Elastic Modulus, And The Work Of Indentation

The relationship between hardness (H), reduced modulus (E-r), unloading work (W-u), and total work (W-t) of indentation is examined in detail experimentally and theoretically. Experimental study verifies the approximate linear relationship. Theoretical analysis confirms it. Furthermore, the solutions to the conical indentation in elastic-perfectly plastic solid, including elastic work (W-e), H, W-t, and W-u are obtained using Johnson's expanding cavity model and Lame solution. Consequently, it is found that the W-e should be distinguished from W-u, rather than their equivalence as suggested in ISO14577, and (H/E-r)/(W-u/W-t) depends mainly on the conical angle, which are also verified with numerical simulations. (C) 2008 American Institute of Physics.

Numerical study on rainfall infiltration in rock-soil slop

A mathematical model for the rain infiltration in the rock-soil slop has been established and solved by using the finite element method. The unsteady water infiltrating process has been simulated to get water content both in the homogeneous and heterogeneous media. The simulated results show that the rock blocks in the rock-soil slop can cause the wetting front moving fast. If the rain intensity is increased, the saturated region will be formed quickly while other conditions are the same. If the rain intensity keeps a constant, it is possible to accelerate the generation of the saturated region by properly increasing the vertical filtration rate of the rock-soil slop. However, if the vertical filtration rate is so far greater than the rain intensity, it will be difficult to form the saturated region in the rock-soil slop. The numerical method was verified by comparing the calculation results with the field test data.