Results 111 to 120 of about 4,034 (221)

Theoretical solution for the relationship between strength parameters of direct shear test and triaxial test

open access: yesYantu gongcheng xuebao
This paper analyzes the variation law of the Mohr's stress circle for normally consolidated soils in direct shear tests and triaxial compression tests. By comparing and analyzing the stress paths during the shearing process of the two tests, it is found ...
CAI Jifeng 1, CAI Jian 1, HU Zhongxiong 2
doaj   +1 more source

Strength behavior of plain cement concrete subjected to true-triaxial compression

open access: yes, 2017
True-triaxial compression test was conducted on 100 mm x 100 mm x 100 mm cubical sample of plain cement concrete using the true-triaxial testing machine.
Rukhaiyar, Saurav   +5 more
core   +1 more source

Analysis of the failure mode and softening behaviour of sands in true triaxial tests

open access: yes, 2007
This paper presents a theoretical analysis and a numerical study of the failure mode in sands based on a hypoplastic description of the material. A bifurcation analysis is performed to study the failure mode in sands under true triaxial stress conditions
Huang, Wenxiong   +2 more
core   +1 more source

A preliminary experimental study on sand production under true triaxial stress conditions

open access: yes, 2011
Sand production prediction is becoming a regular study in reservoirs with weak or unconsolidated sands. Three main approaches for sanding prediction are analytical, numerical and experimental methods.
Rasouli, Vamegh   +3 more
core   +1 more source

Strength characterization and uncertainty quantification for intact rock based on the true triaxial test

open access: yesGeomechanics and Geophysics for Geo-Energy and Geo-Resources
The strength property is essential to evaluate the yield and failure behavior of a rock mass in rock engineering. However, the traditional determinative strength criterion cannot account for uncertainty during the characterization of yield and failure ...
Bangxiang Li   +3 more
doaj   +1 more source

Innovative Data-Driven Machine Learning Approaches for Predicting Sandstone True Triaxial Strength

open access: yes
Given the critical role of true triaxial strength assessment in underground rock and soil engineering design and construction, this study explores sandstone true triaxial strength using data-driven machine learning approaches. Fourteen distinct sandstone
Rui Zhang, Zhenyu Wang, Jian Zhou
core   +1 more source

Plasticity Model for Hybrid Fiber-Reinforced Concrete under True Triaxial Compression

open access: yes, 2014
Based on the experimental background of 75 true triaxial compression tests conducted on cubic specimens, a plasticity constitutive model for hybrid steel-polypropylene fiber-RC (HFRC) is developed in this study, aiming to accurately predict the strength ...
Yu, H-S, Xu, L, Chi, Y
core   +1 more source

The engineering behaviour of the tropical clay soils of Dhaka, Bangladesh [PDF]

open access: yes, 2001
This research has evaluated the engineering behaviour of the tropical clay soils of Dhaka, Bangladesh. Attempts have been made to show the relationship of mineralogy and fabric with engineering properties.
Hossain, A T M. Shakhawat
core  

Hydraulic fracturing stress measurement using a true triaxial apparatus

open access: yes, 1997
International audienceGenerally, from pressure-time curves obtained in underground hydralulic fracture tests one can determine the breakdown pressure Pc, the fracture reopening pressure Pr and the shut-in pressure Ps.
Gros, J.C., Henry, J.P., Sibai, M.
core   +1 more source

Effects of Deviatoric Stress on Macro- and Meso-Mechanical Behavior of Granite for Water-Sealed Caverns Under True Triaxial Loading

open access: yesGeosciences
Based on true triaxial loading experiments and particle flow numerical simulations (PFC3D), this study systematically analyzes the mechanical behavior and failure mechanisms of granite under the influence of stress difference (deviatoric stress).
Liliang Han   +7 more
doaj   +1 more source

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