2014China Harbour EngineeringRequires access

Main influence factors for shear strength of remolded mucky soil

Zhang Qing-b

Open publisher page 0 citations

Abstract

Based on direct shear and triaxial test, we investigated the influence of different shear condition on the shear strength induced by water content for remolded mucky soil. The results show that the criteria water content exists in the remolded mucky soil. When the water content is smaller than the criteria water content, the cohesion is increasing with water content. A decrease is observed once the water content is larger than the criteria water content. However, the friction angle always decreases with water content. Introduction of cohesion and internal friction angle intensity function, a dimensionless method for the shear strength of remolded sludge was accepted, which obtains the shear strength formula of remolded mucky soil under different shear condition.

About this research paper

What this paper is about

Based on direct shear and triaxial test, we investigated the influence of different shear condition on the shear strength induced by water content for remolded mucky soil. The results show that the criteria water content exists in the remolded mucky soil. When the water content is smaller than the criteria water content, the cohesion is increasing with water content. A decrease is observed once the water content is larger than the criteria water content. However, the friction angle always decreases with water content. Introduction of cohesion and internal friction angle intensity function, a dimensionless method for the shear strength of remolded sludge was accepted, which obtains the shear strength formula of remolded mucky soil under different shear condition.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Based on direct shear and triaxial test, we investigated the influence of different shear condition on the shear strength induced by water content for remolded mucky soil. The results show that the criteria water content exists in the remolded mucky soil. When the water content is smaller than the criteria water content, the cohesion is increasing with water content. A decrease is observed once the water content is larger than the criteria water content. However, the friction angle always decreases with water content. Introduction of cohesion and internal friction angle intensity function, a dimensionless method for the shear strength of remolded sludge was accepted, which obtains the shear strength formula of remolded mucky soil under different shear condition.

Key concepts: Cohesion (chemistry), Friction angle, Geotechnical engineering, Water content, Direct shear test, Dimensionless quantity, Shear (geology), Shear strength (soil)

Related papers

Back to paper searchBrowse research topicsOriginal source
Main influence factors for shear strength of remolded mucky soil — Research Paper | ScholarLens