- 期刊
- OpenAccess
Study on the Shearing Strength of Agricultural Food Lightweight Soil by Triaxial Compression Test
摘要
In this study, samples of agricultural food lightweight soil were made to do the laboratory test to obtain the shearing strength parameters. Based on the triaxial compression test, the relation between stress and strain and the shearing strength parameters of the agricultural light-weight soil were studied. It shows that the relationship between the stress and strain of agricultural food lightweight soil has the features of nonlinear and hardening. The shearing strength parameters of this material were obtained in this study, besides, it is found that the cohesive force increases but the trend for the increment of internal friction angle is not obvious with the increment of cement content.
延伸閱讀
- Chang, W. J., & Chou, S. H. (2019). EXPERIMENTAL STUDY ON SHAKEDOWN COMPRESSION OF SATURATED GRANULAR SOILS DUE TO PORE PRESSURE VARIATION. Journal of GeoEngineering, 14(4), 247-257. https://doi.org/10.6310/jog.201912_14(4).4
- 黃品淳（2022）。Homogenization of Soil Compression Index with Spatial Variability〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU202201986
- Xiao, H. L., Huang, G., Ma, Q., Zhu, J., & Hong, R. (2014). Research on Direct Shear Test of Undisturbed Root-soil Composition. Research Journal of Applied Sciences, Engineering and Technology, 7(6), 1183-1186. https://www.airitilibrary.com/Article/Detail?DocID=20407467-201412-201506300024-201506300024-1183-1186
- Fung, H. T. (1997). Soil property determination through a knowledge-based system with emphasis on undrained shear strength [doctoral dissertation, The University of Hong Kong]. Airiti Library. https://www.airitilibrary.com/Article/Detail?DocID=U0029-1812201200006988
- Chen, H., Yan, G., Li, J., Cui, H., & Yao, X. (2023). Predicting Undrained Shear Strength Of Soil From Cone Penetration Test Data Applying Optimized RBF Approaches. 淡江理工學刊, 26(1), 121-130. https://doi.org/10.6180/jase.202301_26(1).0013