Pore-scale model for estimating the bimodal soil–water characteristic curve and hydraulic conductivity of compacted soils with different initial densities-Reference-Cited by-同舟云学术

Pore-scale model for estimating the bimodal soil–water characteristic curve and hydraulic conductivity of compacted soils with different initial densities

Published:2019-10 Issue: Volume:260 Page:105199
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Chen Ren-Peng,Liu Peng,Liu Xiao-Ming^ORCID,Wang Peng-Fei,Kang Xin

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference59 articles.

1. Modeling the relationship between soil bulk density and the water retention curve;Assouline;Vadose Zone J.,2006

2. Standard Test Method for Determination of Soil Water Characteristic Curve for Desorption Using Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, or Centrifuge. ASTM D6836 − 02;ASTM,2008

3. Percolation theory and network modeling applications in soil physics;Berkowitz;Surv. Geophys.,1998

4. Using soil survey data for quantitative land evaluation;Bouma;Adv. Soil Sci.,1989

5. Hydraulic properties of porous media;Brooks;Hydrol. Pap.,1964

Cited by 35 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A state-dependent bimodal soil water retention model considering evolutions of pore-scale soil–water interaction;Computers and Geotechnics;2024-11

2. A Prediction Model for Soil–Water Characteristic Curve Based on Machine Learning Considering Multiple Factors;Buildings;2024-07-08

3. A novel equation for simulating the bimodal soil–water retention curve of unsaturated soils;Acta Geotechnica;2024-02-13

4. Preparation of recycled sand from WRSG and compressive and flexural behavior of recycled aggregate concrete;Construction and Building Materials;2024-02

5. A generalized water retention model in a wide suction range considering the initial void ratio and its verification;Computers and Geotechnics;2024-02