A micro-theoretical model for predicting the unconfined compressive strength of cement-sand reinforced soft clay

• Published in: Advances in mechanical engineering Vol. 16; no. 5
• Main Authors: Wang, Yizhao, Bai, Wenfeng, Li, Zhili, Min, Xing, Zhang, Lu, Feng, Deluan
• Format: Journal Article
• Language: English
• Published: London, England SAGE Publications 01.05.2024; Sage Publications Ltd; SAGE Publishing
• Subjects: Cement; Cement reinforcements; Compressive strength; Failure mechanisms; Mechanical analysis; Multiphase; Particle size; Physical properties; Sand; Sand & gravel; Soft clay; strain gradient; cement-sand reinforced soft clay (C-SRSC); micro-mechanism; Soil mechanics; unconfined compressive strength (UCS)
• ISSN: 1687-8132; 1687-8140
• DOI: 10.1177/16878132241253399

Cement-sand reinforced soft clay (C-SRSC) is a complex multiphase geomaterial. Its strength is determined by the physical properties of the internal multiphase substances and the coupling mechanical response between various phases of substances. By considering the effect of the particle size and content of sand particles on the unconfined compressive strength (UCS) and failure mechanism of C-SRSC, the C-SRSC is divided into two phases of the cement soil matrix and sand particles to construct a micro cell model of C-SRSC. Based on the strain gradient theory, the theoretical model of the UCS of C-SRSC based on the physical mechanism at the microscale is derived. Forty five groups of UCS tests were conducted to analyze the effect of sand particle size and content on the UCS of C-SRSC, and to calculate the theoretical model parameters. The results show that the UCS of C-SRSC increases with increasing curing age, cement content, and sand particle content, and decreases with the increasing sand particle size. The theoretical model of the UCS of C-SRSC based on physical mechanism initially verified the consistency of the experimental and theoretical results.