Test Study on the Compressive Strength Properties of Compacted Clayey Soil

• Published in: Key Engineering Materials Vol. 703; pp. 380 - 385
• Main Authors: Liu, Han Bing, Zhang, Hu Zhu, Wang, Jing
• Format: Journal Article
• Language: English
• Published: Zurich Trans Tech Publications Ltd 01.08.2016
• Subjects: Bearing capacity; Compacting; Compressive strength; Confining; Moisture content; Quadratic equations; Soil (material); Stresses; Compressive Strength; Water Content; Compacted Clayey Soil; Confining Pressure; Degree of Compaction
• ISBN: 9783038357018; 3038357014
• ISSN: 1013-9826; 1662-9795; 1662-9795
• DOI: 10.4028/www.scientific.net/KEM.703.380

In order to study the effect of water content, degree of compaction and stress state on bearing capacity of subgrade, the engineering compacted clayey soil was taken as the subject investigated, regulation of compressive strength changing with water content, degree of compaction and confining pressure were analyzed through triaxial compression test, and function relationships between compressive strength and water content, degree of compaction and stress state were fitted based on the test data. Results show that effects of water content, degree of compaction and confining pressure on compressive strength properties of subgrade compacted clayey soil are all remarkably. The compressive strength decreases according to a quadratic function with the increase of water content, as well as increases in accordance with a quadratic function with the increase of the degree of compaction, and increases linearly with the increase of confining pressure. Improving the construction compaction standard properly, adopting the essential lateral confinement measure and keeping a lower water content of the subgrade in service can improve the bearing capacity and stability of the highway subgrade.