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A Computer Program for Evaluating the Density, Initial Stress, Void Ratio and Coefficient of Compressibility for a Normally Consolidated Soil

机译：用于评估正常固结土壤的密度，初始应力，空隙率和可压缩系数的计算机程序

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The report contains a computer program for evaluating the density, initial stress, void ratio and coefficient of compressibility for a normally consolidated soil. This program includes the general equation for a density of a saturated bouyant homogeneous soil. (Author)

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作者
Prager, S. R.; Fungaroli, A. A.;
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年度 1968
页码 p.1-33
总页数 33
原文格式 PDF
正文语种 eng
中图分类
关键词
Soils ; Compressive properties ; Density ; Stresses ; Data processing systems ; Mathematical analysis ; Subroutines ; Elasticity ; Air ; Moisture ; Buoyancy;

机译：土壤;压缩特性;密度;应力;数据处理系统;数学分析;子程序;弹性;空气;水分;浮力;

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专利

1. Vertical drain consolidation with non-Darcian flow and void-ratio- dependent compressibility and permeability [J] . R. WALKER, B. INDRARATNA, C. RUJIKIATKAMJORN Geotechnique . 2012,第11期

机译：垂直排水固结，非达西流体，取决于孔隙率的可压缩性和渗透性
2. Modeling the soil water retention properties of same-textured soils with different initial void ratios [J] . Tan Fang, Zhou Wan-Huan, Yuen Ka-Veng Journal of Hydrology . 2016,第Null期

机译：模拟具有不同初始孔隙率的相同质地土壤的保水性能
3. Modelling the initial shear stiffness of unsaturated soils as a function of the coupled effects of the void ratio and the degree of saturation [J] . Mahnoosh Biglari, Claudio Mancuso, Anna dOnofrio, Computers and Geotechnics . 2011,第5期

机译：根据孔隙率和饱和度的耦合效应，对非饱和土的初始剪切刚度进行建模
4. Effect of Plasticity and Effective Normal Stress on Coefficient of Consolidation and Hydraulic Conductivity of Fine-Grained Soils having Different Pore Fluid Salinities [C] . Beena Ajmera, Binod Tiwari, Lafa Taher Nassruldin International foundations congress and equipment expo . 2018

机译：塑性和有效法向应力对孔隙度不同的细粒土壤固结系数和水导率的影响
5. Effect of vertical stress, void ratio and plasticity on the coefficient of consolidation and permeability of laboratory prepared mineral mixtures. [D] . Nassruldin, Lafa Taher. 2016

机译：垂直应力，空隙率和可塑性对实验室制备的矿物混合物的固结系数和渗透率的影响。
6. Improved procedures and computer programs for equivalence assessment of correlation coefficients [O] . Gwowen Shieh, Alan D Hutson, Alan D Hutson, 2021

机译：改进的程序和计算机程序用于同等的相关系数评估
7. Vertical drain consolidation with non-Darcian flow and void ratio dependent compressibility and permeability [O] . Walker, R, Indraratna, B, Rujikiatkamjorn, C 2012

机译：垂直排水固结，非达西流量和孔隙率取决于可压缩性和渗透性
8. Environmental Effects of Dredging: PCDDF89--Updated Computer Model to Evaluate Consolidation/Desiccation of Soft Soils. [R] . Poindexter-Rolli, M. E., Stark, T. D. 1989

机译：疏浚的环境影响：pCDDF89 - 更新的计算机模型评估软土的固结/干燥。

A Computer Program for Evaluating the Density, Initial Stress, Void Ratio and Coefficient of Compressibility for a Normally Consolidated Soil

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