Results 171 to 180 of about 15,635,642 (352)
Study on strength criterion of progressive failure of structural loess under hydraulic action and true triaxial test. [PDF]
PLoS OneFang J, Luo A, Chen C, Fu W, Zhao Z.
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Structural Concrete, EarlyView.Abstract Precast reinforced concrete segmental linings are frequently used in modern tunneling. In these linings, the longitudinal joints typically have a reduced contact cross‐section and thus often govern the design, particularly in tunnels under high hydrostatic pressure or crossing squeezing or swelling ground with correspondingly high ...
Fabian Morger +2 more
wiley +1 more source
Reliable determination of the Hoek brown Mi parameter in brittle rocks using the maximum secant modulus criterion in multistage triaxial test. [PDF]
Sci RepKordloo V, Talkhablou M, Sheikhani FA.
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Saturation process in triaxial tests
Geotecnia, 2005 Within the scope of study of the behaviour of granite residual soils of Porto for their use as capping layer for pavements, triaxial tests under drained isotropic consolidation were carried out over compacted samples. An important part of this process consisted of obtaining the complete saturation of the soil sample, prior to the loading test stages ...
Faria, Nelly +2 more
openaire +1 more source
In-situ triaxial test method in shallow and deep ground
, 2008 Two kinds of new in-situ triaxial test methods are presented to measure average stress-strain relationships frock masses. The one is a shallow test conducted on a large hollow cylindrical specimen prepared at or near the ground surface, while the other ...
Okada, T., Taheri, A., Tani, K.
core
Structural Concrete, EarlyView.Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda +5 more
wiley +1 more source
On characteristics of K0 value and shear behaviour of loess using triaxial test. [PDF]
Sci RepLiu X, Xu X, Huang L, Wei X, Lan H.
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Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate
Structural Concrete, EarlyView.Abstract This study investigates the flexural performance of concrete‐filled steel tubular (CFST) beams with partial replacement of aggregates by wood chips (0%–25%) through experimental and numerical analysis. This study is novel in that it experimentally and numerically investigates the flexural behavior of CFST beams with partial replacement of ...
Mizan Ahmed +6 more
wiley +1 more source
On the measurement of strains in the triaxial test
, 2002 In the paper, various methods of measuring a sample strains in a triaxial test are analysed. Accurate determination of the deformation of a specimen in a triaxial compression test is of great importance for correct evaluation of soil strain-stress ...
Świdziński, W., Mierczyński, J.
core
Structural Concrete, EarlyView.Abstract The use of fiber reinforced concrete (FRC) in precast tunnel segments is among the most established and representative applications of this material. Over the past two decades, numerous tunnel linings were constructed with partial or total substitution of conventional steel reinforcement by fibers, this yielding to quantifiable benefits in ...
Vladimir Rusanov +4 more
wiley +1 more source