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Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics
The successful offshore hydrate production tests in the South China Sea proved the high
productivity of clayey-silty hydrate reservoirs. However, the mechanical characteristics of …
productivity of clayey-silty hydrate reservoirs. However, the mechanical characteristics of …
DEM simulation of bonded granular material. Part I: contact model and application to cemented sand
Z Shen, M Jiang, C Thornton - Computers and Geotechnics, 2016 - Elsevier
A three-dimensional bonded contact model is developed in this study to simulate the
mechanical behavior of bonded granular material using the Discrete Element Method. Two …
mechanical behavior of bonded granular material using the Discrete Element Method. Two …
Experimental investigation on the mechanical properties of methane hydrate-bearing sand formed with rounded particles
S Kajiyama, Y Wu, M Hyodo, Y Nakata… - Journal of natural gas …, 2017 - Elsevier
A series of triaxial compression tests were performed on the methane hydrate-bearing sands
formed with rounded glass beads and natural sands to examine their mechanical properties …
formed with rounded glass beads and natural sands to examine their mechanical properties …
The effects of hydrate on the strength and stiffness of some sands
BN Madhusudhan, CRI Clayton… - Journal of Geophysical …, 2019 - Wiley Online Library
Gas hydrates can form more or less at the same time as seafloor sediment. They can have
the effect of significantly stiffening and strengthening deep‐ocean sediments. Subsequent …
the effect of significantly stiffening and strengthening deep‐ocean sediments. Subsequent …
Triaxial behaviour of a cemented gravely sand, Tehran alluvium
Cemented coarse-grained alluvium is present in a vast area of Tehran city, Iran including its
suburbs. This deposit consists of gravely sand to sandy gravel with some cobbles and is …
suburbs. This deposit consists of gravely sand to sandy gravel with some cobbles and is …
Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests
M Jiang, H Hu, F Liu - Canadian Geotechnical Journal, 2012 - cdnsciencepub.com
This paper summarizes experimental studies on wetting-induced collapsibility in loess using
single-oedometer, double-oedometer, and triaxial wetting tests. Artificially structural loess …
single-oedometer, double-oedometer, and triaxial wetting tests. Artificially structural loess …
A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method
M Jiang, HS Yu, S Leroueil - International Journal for Numerical …, 2007 - Wiley Online Library
A discrete element modelling of naturally microstructured sands is very important to
geomechanics. This paper presents a simple discrete element model for naturally …
geomechanics. This paper presents a simple discrete element model for naturally …
Triaxial tests on water-saturated gas hydrate-bearing fine-grained samples of the South China Sea under different drainage conditions
More than 90% of hydrates worldwide are accumulated in fine-grained deposits, particularly
in the South China Sea. Hydrate exploitation may lead to the geomechanical instability of …
in the South China Sea. Hydrate exploitation may lead to the geomechanical instability of …
Assessing the hydro-mechanical behavior of collapsible soils using a modified triaxial test device
SM Haeri, A Akbari Garakani… - Geotechnical …, 2014 - asmedigitalcollection.asme.org
Unsaturated loessial Aeolian deposits tend to experience significant volumetric compression
when subjected to loading. This behavior is generally attributed to their open, unstable soil …
when subjected to loading. This behavior is generally attributed to their open, unstable soil …
Triaxial tests on weakly bonded soil with changes in stress path
V Malandraki, DG Toll - Journal of geotechnical and …, 2001 - ascelibrary.org
The results are presented of drained triaxial tests on a weakly bonded artificial soil in which
the stress path direction has been changed partway through the shearing process. The …
the stress path direction has been changed partway through the shearing process. The …