Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics

P Wu, Y Li, L Wang, X Sun, D Wu, Y He, Q Li… - Engineering …, 2022 - Elsevier
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 …

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 …

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 …

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 …

Triaxial behaviour of a cemented gravely sand, Tehran alluvium

E Asghari, DG Toll, SM Haeri - Geotechnical & Geological Engineering, 2003 - Springer
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 …

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 …

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 …

Triaxial tests on water-saturated gas hydrate-bearing fine-grained samples of the South China Sea under different drainage conditions

Y Li, L Wang, S Shen, T Liu, J Zhao, X Sun - Energy & Fuels, 2021 - ACS Publications
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 …

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 …

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 …