Influence of Sand Content on Secondary Consolidation Characteristics of Sand–Fine Mixtures

Author:

Chang Liucheng1,Wang Hongyu2ORCID,Wang Ya1,Cao Jing1

Affiliation:

1. School of Civil and Hydraulic Engineering, Ningxia Univ., Yinchuan 750000, Ningxia, China.

2. Professor, School of Civil and Hydraulic Engineering, Ningxia Univ., Yinchuan 750000, Ningxia, China (corresponding author). ORCID: .why.nxts@163.com

Publisher

American Society of Civil Engineers (ASCE)

Reference46 articles.

1. ASTM. 1999. Annual book of ASTM standards. ASTM 04-08. West Conshohocken, PA: ASTM.

2. ASTM. 2004. Standard test method for determining of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry. ASTM D4404-10. West Conshohocken, PA: ASTM.

3. ASTM. 2006. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

4. ASTM. 2010. Standard test method for equilibrium moisture of coal at 96 to 97 percent relative humidity and 30°C. ASTM D1412-07. West Conshohocken, PA: ASTM.

5. Evaluation of Time-Dependent Behavior of Soils

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