Results 41 to 50 of about 332,414 (335)

Post-Cyclic Drained Shear Behaviour of Fujian Sand under Various Loading Conditions

open access: yesJournal of Marine Science and Engineering, 2022
In offshore engineering, the sand beneath an embankment may be subjected to traffic loads, resulting in a series of engineering issues. The behaviour of the sand beneath the embankment may change under a long-term traffic load. A series of drained cyclic
Ying Liu   +3 more
doaj   +1 more source

Research on the Accumulated Pore Pressure of Expansive Soil under Subway Loading

open access: yesBuildings, 2023
Taking the expansive soil near Hefei Xinqiao International Airport as the research subject, indoor dynamic triaxial tests were conducted to investigate the influence of different loading methods on the dynamic pore pressure of saturated remolded ...
Lin Qing, Lei Zhu, Ying Guo, Gan Cheng
doaj   +1 more source

Shape memory performance of asymmetrically reinforced epoxy/carbon fibre fabric composites in flexure [PDF]

open access: yes, 2013
In this study asymmetrically reinforced epoxy (EP)/carbon fibre (CF) fabric composites were prepared and their shape memory properties were quantified in both unconstrained and fully constrained flexural tests performed in a dynamic mechanical analyser ...
J. Karger-Kocsis, M. Fejos
core   +2 more sources

Cyclic J-integral using the linear matching method [PDF]

open access: yes, 2013
The extended version of the latest Linear Matching Method (LMM) has the capability to evaluate the stable cyclic response, which produces cyclic stresses, residual stresses and plastic strain ranges for the low cycle fatigue assessment with cyclic load ...
Chen, Haofeng, Chen, Weihang
core   +1 more source

Deformation behavior of K0-consolidated soft clay under traffic load-induced stress paths

open access: yesYantu gongcheng xuebao, 2017
Under traffic loads, the magnitudes and directions of the principal stresses applied in the soil elements of soft subgrade change simultaneously. Namely, as the shear stress changes in amplitudes, the principal stress axes continuously rotate.
WU Ting-yu 1, GUO Lin 2,3, CAI Yuan-qiang 1, WANG Jun 2, 3
doaj   +1 more source

Shakedown analysis of a composite cylinder with a cross-hole [PDF]

open access: yes, 2011
In this study, both the lower and upper bound shakedown limits of a closed-end composite cylinder with or without a cross-hole subject to constant internal pressure and a cyclic thermal gradient are calculated by the Linear Matching Method (LMM ...
Chen, Haofeng   +3 more
core   +1 more source

Effect of number of layers on coir geotextile reinforced sand under cyclic loading

open access: yesInternational Journal of Geo-Engineering, 2018
The present investigation is on the behavior of coir geotextile-reinforced sandy soil foundations and to study the effect of different parameters contributing to their performance using laboratory model tests.
R. Sridhar, M. T. Prathap Kumar
doaj   +1 more source

Post-Cyclic Mechanical Behaviors of Undisturbed Soft Clay with Different Degrees of Reconsolidation

open access: yesApplied Sciences, 2021
Soft soil is often subjected to cyclic loading such as that imposed during storms, under traffic, or in an earthquake. Furthermore, the cyclic-loading-induced excess pore water pressure can be partially dissipated after cyclic loading.
Yuan Lu   +6 more
doaj   +1 more source

Cyclic response of K0-consolidated stiff clay under traffic loading

open access: yesYantu gongcheng xuebao, 2020
To study the effects of cyclic stress ratio and principle stress axis rotation on the undrained cyclic response characteristics of K0-consolidated stiff clay whose K0 is larger than 1, a series of traffic loading tests with a large number of cycles are ...
LIU Xu-ming 1, PAN Kun 2, YANG Zhong-xuan 1, CAI Yuan-qiang 1, 2
doaj   +1 more source

Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed

open access: yesYantu gongcheng xuebao
Under larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
doaj   +1 more source

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