Results 91 to 100 of about 36,521 (298)
Excess pore water pressure generation of loose silty sand under cyclic loading
Liquefaction, which may be experienced during earthquakes, blasting, wave loading or sudden static loading, may cause saturated sandy ground to a very soft liquid-like material and many structures upon it sink or tilt, leading to no more use.
Rahman, M.M., Lo, S.R., Baki, M.A.L.
core
A model for excess pore water pressure increment in saturated coral sand considering loading frequency [PDF]
In order to predict the generation characteristics of the excess pore water pressure(ue) in saturated coral sand under different cyclic loading frequencies(), a series of consolidated undrained cyclic triaxial tests are conducted on saturated coral sand ...
ZHANG Yunfei1, 2 , ZHANG Lei1, 2 , XIN Shuanglong2, GUO Huiyi2, ZHOU Ruirong3, JIN Dandan4, WANG Binghui2
core +1 more source
Train induced pore water pressure generation model: numerical comparison [PDF]
In recent decades, the provisions of new challenges to railway track demanded for a better understanding of the track dynamic, especially to track geotechnical dynamics.
Aynalem Mekonnen
core +1 more source
The present study investigates recycling of NiTi shape memory alloys via vacuum induction melting. An ingot was synthesized from elemental Ni and Ti and subjected to three subsequent remelting cycles. Remelting increases process durations and impurity levels and adversely affects microstructures and functional properties.
Sakia Sophia Noorzayee +7 more
wiley +1 more source
Effective and neutral stresses in soils using boundary element methods
The evaluation of neutral pressures in soil mechanics problems is a fundamental step to evaluate deformations in soils. In this paper, we present some results obtained by using the boundary element method for plane problems, describing the undrained ...
Alarcón Álvarez, Enrique +2 more
core
Comparison between the non-dimension excess pore water pressure and that presented in [30].
Comparison between the non-dimension excess pore water pressure and that presented in [30].
Wen Yu (384130) +5 more
core +1 more source
A consolidating clay layer can be singly or doubly drained. The degree of consolidation is a function of the initial excess pore pressure distribution and the drainage conditions.
Sivakugan, Nagaratnam +2 more
core +1 more source
Current Status and Challenges in Data Collection for Aerospace Coatings Deposited by Plasma Spraying
An innovative approach has been integrated into the GRENAT project to optimize plasma spraying and coating performance. Raw materials are accelerated and melted in the plasma generated by torches, creating coatings. Monitoring sensors collect process data which are combined with ex situ characterization data.
Lila Randriamananjara +8 more
wiley +1 more source
This study investigates the seismic response of reinforced soil retaining walls through reduced-scale 1 g shaking table experiments, with particular emphasis on deformation behavior and pore water pressure generation in saturated sandy soils.
Mehdi Ebadi-Jamkhaneh +4 more
doaj +1 more source
Enhanced Strength and Corrosion Resistance of Ti‐13Nb‐12Ta‐10Zr‐4Sn Alloy by Aging Treatment
This work systematically investigates the effect of aging treatment on mechanical properties and corrosion behavior of vacuum arc‐melted Ti‐13Nb‐12Ta‐10Zr‐4Sn alloy. Owing to the increased α″ martensite, strength and corrosion resistance were significantly enhanced by aging treatment.
Yuhua Li +5 more
wiley +1 more source

