Vertaling van "internal friction angle" in Chinees
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内摩擦角
Proposing each stratum's physical and mechanical indicators, including natural moisture content, natural severity, natural porosity, consistence limit, quick shear and concretion quick shear strength (cohesive force and internal friction angle), unconfined pressure and coefficient of compression.
Besides the above index, to provide the information of ultimate friction resistance, internal friction angle, cohesive force and the thickness of the soil for the tower which will employ grouting pile foundation.
Identify the uniformity, compactness, compressibility and expansion possibility of earth as filler, provide three parameters of filler Density, internal friction angle and cohesive force, and assess the feasibility and adaptability of filled earth as natural foundation's bearing strata based on the investigated result.
In ductile mode, experiments with sharp cutter show that the energy required to remove a unit volume of rock, referred to as the intrinsic specific energy ε, is well correlated to the uniaxial compressive strength q. Furthermore, the friction coefficient µ mobilized along the wear flat of blunt cutter is found to be well correlated to the internal friction angle φ of the rock.
MohrCoulomb model suitable for deep lunar soil is applied to simulation process, which is better consistent with the real situation that internal friction angle is greater than 22º.
Distribution of cohesion is an irregular plunging anticline while the distribution of internal friction angle metamorphosed W- type flex surface.
粘聚力的分布呈倾伏的不规则背斜面,内摩擦角的分布呈变形的W型折曲面。
Based on the experimental observations [4, 5], the contact friction angle beneath the cutter wear flat is well correlated to the internal friction angle of the rock.
根据实验观察【4,5】,刀具磨损面下方的接触摩擦角与岩石的内摩擦角相互关联。
the intrinsic specific energy (which can be related to the uniaxial compressive strength) and the friction coefficient (which is related to the internal friction angle).
固有比能(可与单轴抗压强度相关)和摩擦系数(与内摩擦角相关)。
Internal friction angle of wall back filling materials shall be no less than 35º, sandy soil with good permeability shall be used for backfilling.
3、墙背填料内摩擦角应不小于35º,填土采用透水性良好的砂性土回填。
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