Results 31 to 40 of about 44,035 (298)
Journal of Marine Science and Engineering, 2019 A suction anchor is an appealing anchoring solution for floating production. However, the possible effects of residual pore pressure can be rarely found any report so far in term of the research and design.
Hui Li +4 more
doaj +1 more source
Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor [PDF]
, 2015 A numerical method is proposed for the elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor. The bounding-surface plasticity (BSP) model combined with Biot's consolidation theory is employed to simulate the ...
Hu C(胡存), Gao FP(高福平)
core +1 more source
Effect of High Excess Pore Pressure on Strength Parameters of Organic Soil
Soils and Foundations, 1985 ABSTRACT The current method of determining the shear strength parameter ϕ', based on the inclination of the Kf-line (p-q plot), even though widely used, can lead to invalid results if the limitation of the testing and computing procedures are not acknowledged.
KHATTAK, ANWAR S., DAS, BRAJA M.
openaire +2 more sources
Blast Liquefaction Test of Saturated Sand Foundations Disposed by a Drainage Rigid Pile
Shock and Vibration, 2022 Drainage rigid piles represent a commonly used antiliquefaction treatment for saturated sand foundations. Small-scale model tests on the liquefaction-resistant characteristics of drainage rigid piles subjected to blasting were conducted in this study ...
Songtao Ni +5 more
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Media Komunikasi Teknik Sipil, 2021 This paper presents a ground response analysis to simulate the liquefaction phenomenon during the 2011 Tarlay Earthquake in northern Thailand. The site investigation data and geophysical measurements on 7 sites in northern Thailand were collected.
Lindung Zalbuin Mase
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The consolidation of soils under stochastic initial excess pore pressure
Applied Mathematical Modelling, 1993 Abstract A deterministic mathematical model for simulating the consolidation of clays due to application of pore pressures in excess of the hydrostatic value has been presented in terms of the well-known diffusion equation. The distribution of the initial excess pore pressure u 0 is usually assumed to be inform, ignoring the large variability of ...
Darrag, A. A., El Tawil, M. A.
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A coupled mathematical model for accumulation of wave-induced pore water pressure and its application [PDF]
, 2019 Prediction of the wave-induced instability of seabed due to the build-up of pore water pressure is essential for coastal engineers involved in the foundation design of marine infrastructure.
Cui, HN, Jeng, DS, Zhao, HY, Liu, XL
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Time history of excess pore pressure ratios at different depths under 3D spacing conditions. [PDF]
, 2020 Time history of excess pore pressure ratios at different depths under 3D spacing conditions.
Huang Zhanfang (8599953) +3 more
core +1 more source
SensorsThe propagation of shallow-water waves may cause liquefaction of the seabed, thereby reducing its support capacity for pipelines and potentially leading to pipeline settlement or deformation.
Changjing Fu, Jinguo Wang, Tianlong Zhao
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Time history of excess pore pressure ratios at different depths of natural foundation. [PDF]
, 2020 Time history of excess pore pressure ratios at different depths of natural foundation.
Huang Zhanfang (8599953) +3 more
core +1 more source