By introducing the normalized displacement amplitude and transmissibility indices, some properties of vibration isolation by single or multi-row of piles are analyzed.
In this paper, the seismic stability of a slope reinforced with a row of piles is analyzed within the framework of the pseudo-static approach.
Also, the stress fields and the bearing capacity of this grooved pile are analyzed in order to study its reinforcing mechanism, on the basis of which, this paper suggests the principle and method for the design and construction of the new pile in the cold region on the Qinghai Tibet Plateau.
The protein structures of Mip, PilE and FlaA were analyzed using a computer, and the gene sequences of the dominant epitopes of the three proteins were selected to construct and optimize the vaccine.
Four types of foundations with frequency-based design were analyzed, including spread foundation, mono pile, pile group with cap, and anchored spread foundation.
Exhaust air thermal storage capacity in multiple energy piles field configurations with varying soil conditions, distance between piles and pile lengths is analyzed.
The displacement of the pile head is measured, thermal stress due to temperature change of the pile is calculated and the changing laws of the stress/strain and temperature profiles along the depth of the pile under thermal loads and constant mechanical loads applied on pile head are analyzed.
Pile groups are analyzed by the superposition principle.
The gain in pile capacity is analyzed by two phenomena of primary consolation and secondary consolidation.
