Results 11 to 20 of about 8,150 (236)
The compaction characteristics of broken rock in a caving zone have a significant impact on the movement law of overburden and the prediction of surface subsidence.
Yan Qin +4 more
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In this study, a series of undrained cyclic torsional shear tests were conducted to investigate the effect of cyclic loading frequency f on the pre-liquefaction (shearing contractive (SC) period and initial shearing dilative (ISD) period) and post ...
Chong Yue +3 more
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Analysis and experiment of HMT stationary shift control considering the effect of oil bulk modulus
In order to improve the shift quality of hydro-mechanical continuously variable transmission, the effect of tangent bulk modulus and different control methods on the shift quality were analyzed.
Xueliang Li +3 more
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Innovation and development of modern theories for foundation design
A set of new theory of foundation design is introduced based on in-situ plate loading tests. The calculation of foundation settlement and the reasonable determination of bearing capacity in foundation design are the classic problems in soil mechanics ...
YANG Guang-hua
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Modeling of dynamic and spectral viscoelastic characteristics of composite materials [PDF]
When designing products made of composite materials intended for use in difficult conditions of inhomogeneous deformations and temperatures, it is important to take into account viscoelastic, including spectral and dynamic, properties of the binder and ...
Valishin A., Tinyaev M.
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Computation Method for the Settlement of a Vertically Loaded Pile in Sloping Ground
Based on the hyperbolic curve tangent modulus method and the wedge stress theory, this paper proposes a calculation method for the settlement of a vertically loaded single pile in sloping ground.
Chong Jiang +3 more
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Application of tangent modulus method in nonlinear settlement calculation of foundation
Abstract Foundation settlement calculation has been a difficult and hot problem in geotechnical engineering study. The problems lies in the large differences between the geotechnical parameters of field and indoor test. The using of the tangent modulus method based on the field loading test to determine the calculation parameters can ...
Yu-cheng Zhang +2 more
openaire +1 more source
Preparation and damping capacity of three-dimensional network Ti2AlC/Mg matrix composites
The Ti2AlC porous ceramic preforms were prepared by precursor method in this paper, and the Ti2AlC/Mg matrix composites with the dense three-dimensional network structure were prepared by auxiliary pressure infiltration process.
XIAO Yi +5 more
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Determination of bearing capacity of foundation by pressure plate load tests
The bearing capacity of a foundation should be determined by its strength and deformation under the actual foot. It can be determined directly by the pressure plate load tests, which can ensure the strength safety, but can not ensure the deformation ...
YANG Guanghua 1, 2
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Young’s modulus (E) is one of the basic geomechanical parameters used in rock engineering in practice. It is determined based on uniaxial compressive test (UCS).
Piotr Małkowski +2 more
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