Dynamic torsional response of pre-strained end bearing pile embedded in pre-strained isotropic saturated soil medium

2013 ◽  
Vol 34 (12) ◽  
pp. 1521-1534 ◽  
Author(s):  
Wen-tao Hu ◽  
Tang-dai Xia ◽  
Zhi-qing Zhang
2001 ◽  
Vol 38 (6) ◽  
pp. 1360-1365 ◽  
Author(s):  
Jun Yang

The problem of Rayleigh waves in a semi-infinite saturated soil medium is reconsidered in this study, with the purpose of clarifying existing confusion and limitations of available studies. By employing Biot's general formulation, which takes into account not only the compressibility of the solid and fluid constituents but also the viscous dissipation due to fluid flow, the secular equation for Rayleigh waves is rigorously derived and the velocity of Rayleigh waves is computed for several typical types of saturated soils. The results show that the velocity of Rayleigh waves in general is independent of frequency in the frequency range actually employed in engineering practice and is only slightly less than the shear wave velocity. The results confirm that current understanding of Rayleigh wave velocity achieved based on the classical theory of elasticity is acceptable and indicate that some results in the literature are incorrect.Key words: Rayleigh wave velocity, saturated soil, porous media, wave propagation, analytical method.


1994 ◽  
Vol 31 (5) ◽  
pp. 683-691 ◽  
Author(s):  
T.F. Zimmie ◽  
M.B. Mahmud ◽  
A. De

A 100 g-tonne geotechnical centrifuge was used to study the long-term migration of a contaminant and radioactive tracer through a saturated soil medium. The use of the centrifuge simulates the acceleration of traveltime in the prototype, which is N times larger than the model, by N2, where N is the desired g level. For a 5 h run at 60 g, the test modelled a migration time of about 2 years for a prototype 60 times larger than the small-scale model tested. Iodine 131 (I-131), used as the tracer, was injected onto the surface of the soil, and was allowed to migrate with a constant head of water through the saturated soil. End window Geiger–Mueller (G–M) tubes were used to measure the count rate of the radioactive tracer flowing through the soil. The time from the peak response of one G–M tube to the other denotes the traveltime between the two points in the flow domain. The results obtained using the radioactive tracer are in good agreement with the test performed on the same model setup using potassium permanganate as a tracer and with numerical flow net modelling. Radioactive tracers can be useful in the study of nonradioactive contaminants as well, offering a nonintrusive (nondestructive) method of measuring contaminant migration. Key words : contaminant transport, centrifuge modelling, radioactive waste, nondestructive measurement, waste disposal.


2020 ◽  
Vol 121 ◽  
pp. 103461 ◽  
Author(s):  
Ning Wang ◽  
Yi Le ◽  
Lihong Tong ◽  
Tao Fang ◽  
Bitang Zhu ◽  
...  

2008 ◽  
Vol 35 (3) ◽  
pp. 450-458 ◽  
Author(s):  
Kuihua Wang ◽  
Zhiqing Zhang ◽  
Chin Jian Leo ◽  
Kanghe Xie

2018 ◽  
Vol 174 ◽  
pp. 03004
Author(s):  
Paweł Fedczuk

The paper presents a concept of numerical analysis of suction influence on behaviour of partially saturated soil medium. Behaviour of soil is described by elasto-plastic model of unsaturated soil [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).


2014 ◽  
Vol 509 ◽  
pp. 27-33
Author(s):  
Rui Fu Qin ◽  
Zhi Qing Zhang ◽  
Rong Fa Chen

The dynamic response of an elastic supporting pile partially embedded in a saturated soil and subjected to a time-harmonic torsional loading is investigated. At first, the pile is divided into two parts along the vertical direction, pile part above the soil and pile part embedded in the soil. Then, based on boundary and continuity conditions of the pile-soil system, the torsional impedance at the top end of the pile part embedded in the soil is obtained. By utilizing the transfer technique of impedance function, the admittance function of the pile top is defined in the frequency domain. By virtue of inverse Fourier transform and convolution theorem, a semi-analytical solution for the velocity response of a pile subjected to a semi-sine wave exciting torque is obtained in the time domain. Finally, selected numerical results are obtained to analyze the influence of main parameters on the torsional vibration characteristics of the pile.


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