Results 111 to 120 of about 18,205 (226)

Undrained stability of braced excavations in clay considering the nonstationary random field of undrained shear strength. [PDF]

open access: yesSci Rep, 2023
Tanapalungkorn W   +6 more
europepmc   +1 more source

Undrained Shear Strength of Remoulded Marine Clays

open access: yesSoils and Foundations, 1988
ABSTRACT In order to investigate the change in undrained shear strength characteristics corresponding to the change in the test condition and soil type, four different types of consolidated undrained triaxial tests were performed on some natural marine clays in Japan, and the test result was compared with that previously obtained for artificially ...
Akio Nakase, Takeshi Kamei
openaire   +2 more sources

Triaxial compression tests on a crushable sand in dry and wet conditions [PDF]

open access: yes, 2015
A calcareous sand from the Persian Gulf is subjected to a series of dry and fully drained saturated triaxial shear tests. The samples are prepared at relative densities of 65% and either left dry or saturated. They are consolidated to confining pressures
Haegeman, Wim, Van Impe, PO, Wils, L
core   +1 more source

Stress dependent thermal pressurization of a fluid-saturated rock [PDF]

open access: yes, 2009
Temperature increase in saturated porous materials under undrained conditions leads to thermal pressurization of the pore fluid due to the discrepancy between the thermal expansion coefficients of the pore fluid and of the solid matrix.
AEZ Wissa   +29 more
core   +5 more sources

Effect of Organic Matter on Swell and Undrained Shear Strength of Treated Soils [PDF]

open access: yes, 2019
This paper presents a laboratory and statistical study on swell and undrained shear strength of cemented organic clays blended with eco-friendly (by-product) cementitious materials such as ground granulated blast slag (GGBS) and cement kiln dust (CKD ...
Abbey, Samuel Jonah   +4 more
core   +2 more sources

Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]

open access: yes, 2016
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core   +2 more sources

Critical undrained shear strength of sand-silt mixtures under monotonic loading

open access: yesEarth Sciences Research Journal, 2014
This study uses experimental triaxial tests with monotonic loading to develop empirical relationships to estimate undrained critical shear strength. The effect of the fines content on undrained shear strength is analyzed for different density states. The
Mohamed Bensoula   +2 more
doaj   +1 more source

Correlation of undrained shear strength and CPT resistance

open access: yesPeriodica Polytechnica Civil Engineering, 2013
The correlation of CPT resistance and undrained shear strength of soft Holocene clays is discussed in this paper. This soil type, covering significant part of Hungary is frequently involved in different geotechnical engineering problems such as building of highway embankments.
openaire   +2 more sources

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