pore pressure coefficient ● Porenwasserdruckbeiwert mSpringer Berlin HeidelbergSkempton, A. W. (1954), The pore-pressure coefficients A and B. Geotechnique, 4, 146-147.Skempton A W.The pore-pressure coefficients A and B.Geotechnique. 1954...
EQUATIONS ARE GIVEN FOR PORE-PRESSURE COEFFICIENTS. REPRESENTATIVE VALUES ARE GIVEN TO INDICATE THE RANGE WITHIN WHICH THE B COEFFICIENT SHOULD LIE FOR A ... Bishop,A. W. - 《Géotechnique》 被引量: 169发表: 1954年 Effects of Silt Content and Void Ratio on the Saturated Hydraulic Conductivity...
coefficient of pore pressure 美 英 un.孔隙压力系数 英汉 un. 1. 孔隙压力系数 例句 释义: 全部,孔隙压力系数 更多例句筛选 1. Study on Coefficient of Pore Pressure of Saturation Soil 对饱和土孔隙压力系数的探讨 www.ilib.cn© 2024 Microsoft 隐私声明和 Cookie 法律声明 广告 帮助 反馈...
aapplied to unloading scenarios. If a load is removed quickly from a low[translate] aIn the Slide Rapid Drawdown (B-bar method) analysis:[translate] awhere B (B-bar) is the overall pore pressure coefficient for a material. In[translate]...
by relating volumetric strain and mean total stress, Δϵvol = 1K(Δσm + αBΔp), which leads to pressure changes during coseismic rupture propagation: Δp = −BΔσm, where B is the Skempton’s coefficient52, B = αB/(αB2 + KSϵ), and Δσm = (Δσx + Δσy + Δ...
We do not know the magnitude of the pore pressure coefficient A in Skempton’s pore pressure equation. As in the case of the Skå-Edeby test area, we are dealing with water-saturated clay, and thus B = 1. In our case, A is also assumed equal to 1. In consequence, the initial ...
a lower level until some event causes the pore pressures to bleed off. This equation (figure 3a) allows the user to define the normal compaction trend for an area by defining aVoterm and a coefficient and exponent for the effective stress. In unloaded intervals, the equation requires that ...
In the north, however, the measured pore pressure increases as a linear function with increasing depth; meanwhile, the earthquake activity there is stronger. 展开 关键词: pore pressure hydrostatic pressure pressure coefficient state of crustal stress fault mobility and earthquake DOI: 10.1007/s11589-...
The pore pressure coefficient, deduced using a double yield surface theory, revealed that the volume yield surface function was not affected by the rotation of the principal stress axes. The pore water pressure in the fixed principal stress direction test and in the pure rotation test was shown ...
1) pore pressure coefficient 孔压系数 1. ,pore pressure coefficientB-bar control method is introduced. 简要介绍了一种软基上填筑堤坝施工安全的监控方法—孔压系数B值控制法。 2) pore compression coefficient 孔隙压缩系数 3) coefficient of equivalent ...