Results 21 to 30 of about 109,321 (266)
Effect of number of layers on coir geotextile reinforced sand under cyclic loading
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
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Deformation behavior of K0-consolidated soft clay under traffic load-induced stress paths
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
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Post-Cyclic Mechanical Behaviors of Undisturbed Soft Clay with Different Degrees of Reconsolidation
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
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Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
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
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Influences of hold time and stress ratio on cyclic creep properties of Grade 91 steel were systemically investigated using a wide range of cyclic creep tests, which were performed with hold times (HTs) of 1 minute, 3 minutes, 5 minutes, 10 minutes, 20 ...
Woo-Gon Kim +4 more
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Cyclic response of K0-consolidated stiff clay under traffic loading
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
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This paper presents the results of a laboratory experiment that aimed to characterize the permanent deformation behavior of coarse grained soils. To evaluate the effects of the cyclic stress amplitude, initial mean stress, and initial stress ratio on the
Xianzhang Ling +5 more
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In cold regions, the long-term stability of engineering facilities is unavoidably influenced by the negative temperature, freeze-thaw process, dry-wet process, and dynamic loading conditions induced by earthquakes and traffic loads.
Furong Liu +4 more
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Road Performance and Water-Softening Characteristics of Stabilized Soil under Cyclic Loading
To effectively deal with waste soil and reduce environmental pollution, this paper took a road engineering project in Shaoxing as the research object and conducted a cyclic triaxial incremental loading test on the undisturbed lime soil under undrained ...
HU Hong +4 more
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Cyclic Degradation Characteristics of Undisturbed Soft Clay considering Anisotropy
The stress-strain characteristics of soil depend primarily on the previous stress history and stress path, thus related to both the stress magnitude and direction.
Miaomiao Sun +3 more
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