Results 101 to 110 of about 7,125 (291)
, 2011 The development of negative skin friction (NSF) on single piles is investigated based on an uncoupled method of analysis with the Mikasa (1963) generalized nonlinear consolidation theory in terms of finite strain and the nonlinear load-transfer method ...
Jose Leo C. Mission, Hyeong-Joo Kim
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Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils
Advances in Civil Engineering, 2019 The interactive marine-terrestrial (IMT) deposit soils were formed in the complex depositional environment; their mechanical properties are different from the other deposits.
Zhen Yan +3 more
doaj +1 more source
One-step and linear multistep methods for nonlinear consolidation
Computer Methods in Applied Mechanics and Engineering, 1991 The behavior of numerical ODE methods for the solution of nonlinear consolidation is investigated. One-step algorithms based on the generalized trapezoidal method and linear multistep methods based on the backward differentiation formulas (BDF) are considered.
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Advances in Sustainable and Wearable Textile Based Soft Robotics
Advanced Functional Materials, EarlyView.This Review examines advances in wearable textile‐based soft robotics, focusing on sustainable materials, integrated sensing, and scalable actuation. It discusses manufacturing and system integration across healthcare, assistive robotics, prosthetics, and human–machine interfaces, and highlights key challenges in circular design, including life‐cycle ...
Zahir Abbas +6 more
wiley +1 more source
Consolidation behavior of Shanghai clay under cyclic loading
, 1997 In this paper the experiments of the primary and secondary consolidation behavior of Shanghai clay under the cyclic loading with period of several minutes, simulating the characteristics of yearly periodical fluctuation of the water level, are conducted.
Xu DN +2 more
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Міжнародний науково-технічний журнал "Проблеми керування та інформатики", 2006 The mathematical model of filtrational consolidation of a massif arranged on the opaque basis, under condition of saturation by a saline solution with allowance for relaxational of filtrational and diffusive processes is constructed.
V.M. Bulavatsky, V.V. Skopetsky
doaj
ON IDENTIFICATION OF PARAMETERS OF A NONLINEAR CONSOLIDATION MODEL OF SANDY SOIL
PNRPU Mechanics BulletinPreviously, the authors of this article formulated a physically and geometrically nonlinear formulation of the problem of porous fluid-saturated medium deformation during fluid filtration (consolidation problem) in terms of the rate of solid phase displacement and the change in pore pressure in differential and variational forms.
N. B. Artamonova, S. V. Sheshenin
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Advanced Functional Materials, EarlyView.A reconfigurable RRAM platform utilizing thermally pre‐formed filaments (TPFs) is developed to realize robust hardware security. By exploiting the thermodynamic stochasticity of TPFs, exceptionally reliable physically unclonable functions (PUFs) are achieved.
Seongbin Kwon +4 more
wiley +1 more source
Nonlinear radial consolidation of vertical drains under a general time-variable loading
, 2015 By incorporating the nonlinear variation of a soil’s compressibility and permeability during the process of consolidation, an analytical solution for the radial consolidation of vertical drains has been developed for a general time-variable loading.
Kanghe Xie (20057835) +4 more
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Experimental Study on Creep Characteristics and Mechanisms of Wenzhou Soft Soil
Journal of Marine Science and EngineeringThis study investigates the creep behavior of Wenzhou marine soft soil through 1D and triaxial creep tests, revealing that the secondary consolidation coefficient initially increases then stabilizes with stress level, decreases with OCR, increases with ...
Yongwei Chen +7 more
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