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Three parametric studies were performed to study the effects of the cover depth ratio, overburden stress factor and linear strength gradient ratio on the load factor of the opening in underground walls.
The linear strength assumption can still be used to predict the compressive strength of compound concrete after freeze-thaw cycling, but it cannot be used to predict the tensile-splitting strength.
Results indicate that a net improvement is achieved when linear strength degradation is implemented as damage metric in life prediction schemes, over the state-of-the-art PM summation.
Applicability of the linear strength assumption for the compound concrete at room temperature (i.e., the compound concrete strength is a linear combination of the strength of FC and demolished concrete) to the frozen and thawed compound concrete is examined.
It uses a block-segmented DCT reorganization to get the information in the segmented blocks while selecting the sparsest block by comparing the linear strength in each block.
According to the criterion of linear strength, the root-mean-square of shear strength is: J_{{ 2 {text{s}}}}^{{{ 1mathord{left/ {vphantom { 12}} right.
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This analytical solution for a circular underground excavation under hydrostatic stress field, and with consideration of a non-linear strength criterion for rock mass and on the basis of two material behavior models has been developed.
To make things simple and concrete, we assume the new spring to be a Hooke spring (linear force), with different strengths for different Δ d = ∥x i −x j ∥−d i j values.
The clinical features of CKD-MBD are primarily due to the compromised renal excretion of minerals, leading to abnormality in circulating calcium, phosphorous, parathyroid hormone (PTH), and vitamin D. The secondary effects of this renal insufficiency include abnormalities in bone turnover, mineralization, volume, linear growth, strength, and ectopic calcification (vascular and soft tissues)3.
It was shown that there was a linear compressive strength enhancement up to 30% from quasi-static to strain rate of 1500 s��1.
The simulation program was validated first by comparison of simulated retention times and peak widths for five amphetamines to predictions obtained using linear solvent strength (LSS) theory, and to results from experimental separations of these compounds.
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