Settlement of a strip footing on a confined clay layer

1983 ◽  
Vol 20 (3) ◽  
pp. 535-542
Author(s):  
Brian B. Taylor ◽  
Elmer L. Matyas

A procedure is described that permits an estimation of either consolidation or immediate settlements of a uniformly loaded, flexible strip footing founded below the ground surface. The soil above the base of the footing is sand, and the soil below the base consists of clay, which extends to a finite depth. The procedure is based on a solution of Kelvin's equations for a line load acting within an infinite solid. Charts are presented which permit an estimate of settlement for various compression moduli, Poisson's ratio, and clay thickness.The proposed method predicts consolidation settlements that are generally slightly greater than those predicted from Boussinesq theory. Consolidation settlements increase as Poisson's ratio increases. Immediate settlements are slightly greater than those reported previously. Keywords: consolidation, elasticity, footings, plane strain, settlement analysis, stress distribution.

2013 ◽  
Vol 275-277 ◽  
pp. 352-358
Author(s):  
Wan Cheng He ◽  
Guang Fan Li ◽  
Xiao Feng Wu ◽  
Xiao Liang Wang

Using integral method, the stress formula of soil for arbitrary Poisson's ratio under vertical line load was detailedly and completely derived based on Melan integral. The result shows that when the line load acting on the ground surface for arbitrary Poisson's ratio of soil, the stress formula is equivalent to the formula for Poisson's ratio of 0.5. Owing to such stress bubble graphics haven't appeared in Chinese soil mechanics textbooks, we give a detailed mapping of stress bulbs under vertical liner load.


1972 ◽  
Vol 5 (2) ◽  
pp. 284-285
Author(s):  
B. M. Gorelik ◽  
M. A. Maiskaya ◽  
V. G. Loginov ◽  
G. I. Fel'dman

1970 ◽  
Vol 92 (3) ◽  
pp. 425-434
Author(s):  
S. R. Robertson

The problem of finding the response of a viscoelastic annulus in plane strain to step, transverse loads is solved. It is solved by employing Valanis’ method which assumes constant Poisson’s ratio. The resulting displacements are used to calculate the work done by the applied transverse load for various thicknesses of the annuli. A simple spring-dashpot model is then fitted to the work versus time curves so as to provide the logarithmic decrement for design.


1973 ◽  
Vol 8 (1) ◽  
pp. 35-42
Author(s):  
N C Remedios ◽  
W G Wood

The diffusion of stress between a single reinforcing member and a matrix is shown to be a function of three main parameters. These are: position along the stiffener; a stiffness parameter which is the product of the ratio of stiffener to matrix modulus and the aspect ratio of the stiffener; a matrix-width parameter. The effects of variations in Poisson's ratio are found to be small so that similar patterns of stress transfer occur in plane-stress and plane-strain systems if the governing parameters for the systems are the same. No quantitative comparison can be made between stress diffusion in plane and axisymmetric systems.


2018 ◽  
Vol 2018 (0) ◽  
pp. J0420204
Author(s):  
Mamoru HIMENO ◽  
Takehiro MORITA ◽  
Yoshinori SAWAE ◽  
Tetsuo YAMAGUCHI

SPE Journal ◽  
2015 ◽  
Vol 20 (05) ◽  
pp. 1041-1052 ◽  
Author(s):  
Mojtaba P. Shahri ◽  
Stefan Z. Miska

Summary Poisson's ratio is usually determined with well logging, fracturing data, and core samples. However, these methods provide us with a Poisson's ratio that is representative of only near-wellbore regions. In this paper, a technique is proposed by extending currently used pressure-transient-testing concepts to include reservoir stresses. More specifically, the interference well test is generalized to find not only conventional flow parameters such as reservoir transmissivity and storage capacity, but also the average in-situ Poisson's ratio. This is accomplished with the generalized diffusivity equation, which takes into account flow-induced stress changes. First, a generalized diffusivity equation is formulated by considering a deformable porous medium. The main goal of the generalized diffusivity equation is to extend current well-testing methods to include both fluid-flow and rock-mechanics aspects, and to present a way to determine the rock-mechanics-related property, Poisson's ratio, from the interference-well test. The line-source solution to the diffusivity equation is used to modify the current interference well-test technique. A synthetic example is presented to show the main steps of the proposed transient well-testing analysis technique. In addition, application of the proposed method is illustrated with interference-well-test field data. With a Monte Carlo simulation, effects of uncertainty in the input data on the prediction of Poisson's ratio are investigated, as well. In addition, a coupled fluid-flow/geomechanical simulation is performed to show the validity of the proposed formulation and corresponding improvement over the current analytical approach. One can put in practice an average in-situ value in different applications requiring accurate value of Poisson's ratio on the reservoir scale. Some examples of these include in-situ-stress-field determination, stress distribution and rock-mass deformation, and the next generation of coupled fluid-flow/geomechanical simulators. By use of Poisson's ratio that could capture flow-induced stress changes, we would be able to find the stress distribution caused by production/injection within the reservoir more precisely as well.


1959 ◽  
Vol 63 (579) ◽  
pp. 181-182
Author(s):  
J. Lockwood Taylor

The number of available exact solutions to the St. Venant flexure problem is limited, but there are some simple solutions which appear to have been overlooked. The sections covered are a wedge, a double wedge, a biconvex section, and an aerofoil-type section. All the solutions given are restricted to certain values of Poisson's ratio, depending on the section.The components of shear stress parallel and perpendicular to the direction of loading are given by:


Author(s):  
Qingyang Yu ◽  
Xiangli Chen ◽  
Zhenxue Dai ◽  
Lei Nie ◽  
Mohamad Reza Soltanian

Stope backfill is important in avoiding mine collapse during and after extraction phases, ground subsidence in abandoned mines, and environmental damages. The stress distribution is one of the key factors in designing stope backfills. In this paper, we perform a numerical modeling study to investigate the stress distribution within and around the stope backfill. Importantly, our simulation results are in agreement with Marston’s (1930) plain-strain arching theory. The results show that the stress arch is critical in stope backfills. The potential effects of internal friction angle, aspect ratio, and Poisson’s ratio on stress distributions are also analyzed. The stress decreases when the aspect ratio, internal friction angle, and Poisson’s ratio increase. Our results suggest that decreasing the aspect ratio and choosing materials with a high internal friction angle and Poisson’s ratio are important for designing the stope backfill. The cohesive force index and elastic modulus also have significant effects on the stress distribution. Our findings have practical implications in designing stope backfills.


2008 ◽  
Vol 76 (1) ◽  
Author(s):  
Z. Abdulaliyev ◽  
S. Ataoglu

An examination of the effect of Poisson’s ratio on stress distribution is important to interpret the results of a stress-strain analysis by using experimental methods because the material of the model frequently has a different Poisson’s ratio from that of the prototype. In linear elasticity, the effect of Poisson’s ratio on three-dimensional stress distribution is theoretically explained for simply connected bodies by using static methods in this study. It is proven that the stress components are independent from Poisson’s ratio in sections of the body where the stress components arising are in equilibrium only with surface tractions. This result is useful in interpreting three-dimensional photoelasticity and other experiments and even in guiding the design.


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