Nguyen Thi NuBui Truong SonNguyen Thanh DuongDo Minh NgocVu Dinh ThoGeotechnical Engineering (00465828)
International Journal of Innovative Research in Science Engineering & TechnologyRao A. V. N., Chittaranjan M., and Naik K.V.N.L. (2012c), Undrained shear strength characteristics of an expansive soil treated with certain industrial effluents at different pore fluid content ratios, International ...
A simpler theoretical solution for undrained shear strength index of saturated clayey soil under arbitrary degree of consolidation is deduced by the means of stress path method in this paper.And comparision tests show that the calculated result based on theoretical formula above is in good agreement....
a即将制定的政策关系到失业问题,因此需要各方面的反馈意见 Soon formulates the policy relates the unemployment question, therefore needs various aspects the feedback opinion[translate] aits stability is dominated by the undrained shear strength s u of the soil. 正在翻译,请等待...[translate]...
Undrained shear strength of clay by torsional shear test : Tatsuoka, F; Hara, K Proc Eighth Asian Regional Conference on Soil Mechanics and Foundation Engineering, Kyoto, 20–24 July 1987V1, P109–112. Publ Japan: Japanese Society for Soil Mechanics and Foundation Engineering, 1987 Available ...
4) undrained shear strength 不排水剪强度 1. The random field analysis model of the spatial variability of undrained shear strength is discuned on condition that soilproperty is varied lineary with depth. 并用不排水剪强度Cu的变异性来计算粘性土中单桩承载力的方差,旨在阐明随机场理论在岩土工程...
1. Plane strain conditions are assumed, and the soil surrounding the tunnel is modelled as a Tresca material with a uniform undrained shear strength (cu) and unit weight (γ). For the undrained analysis, where all deformation occurs at constant volume, the stability of the tunnel can be ...
A stable CS-FEM for the static and seismic stability of a single square tunnel in the soil where the shear strength increases linearly with depth A numerical procedure using a stable cell-based smoothed finite element method (CS-FEM) is presented for estimation of stability of a square tunnel...
The effect of total stress and FIR on the effective and total lateral pressure coefficients are presented. The working mechanism of foam in remoulding the compressibility of the conditioned soil is discussed. Then, according to Boyle’s law, a calculation formula for predicting pore pressure ...
Density of soil particle ρs [g/cm3] 2.64 Maximum void ratio emax 0.975 Minimum void ratio e min 0.614 The red solid curve shows the equilibrium curve of CO2 hydrates, and the dotted curve shows the CO2 liquid–gas boundary (Fig. 2). The equilibrium curve of CO2 hydrates is adopted from...