Journals / ARI The Bulletin of the Istanbul Technical University / 2004 / Cilt: 54 - Sayı: 1

Evaluation of secondary compressibility of a soft clay

Pages
7–13
Publication Date
2022-10-11
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Furthermore, the relations between secondary compression parameters and consolidation pressure have also been examined and a correlation between secondary compression index and consolidation pressure has been introduced and discussed in the paper.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:It is widely accepted that the influence of sustained loading on the rate of secondary compression for all natural soil deposits resembles the effect of preloading.
📊
Key Findings & Data:The magnitude of settlement during secondary compression increases with increasing duration of loading.
💡
Conclusion & Impact:Furthermore, the relations between secondary compression parameters and consolidation pressure have also been examined and a correlation between secondary compression index and consolidation pressure has been introduced and discussed in the paper.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

It is widely accepted that the influence of sustained loading on the rate of secondary compression for all natural soil deposits resembles the effect of preloading. The magnitude of settlement during secondary compression increases with increasing duration of loading. As a result, after longer periods of secondary consolidation, clay samples can sustain relatively larger stress increments before volume changes begin to occur, and display less settlement during next loading stage. The influence of sustained loading has been investigated in this study by long-term consolidation tests. Based on experimental data it has been shown that there is a fairly well defined dependence of $C_alpha$ on effective stress. Furthermore, the relations between secondary compression parameters and consolidation pressure have also been examined and a correlation between secondary compression index and consolidation pressure has been introduced and discussed in the paper.

🔖

Cite This Article

YILMAZ, E., SAĞLAMER, A. (2022). Evaluation of secondary compressibility of a soft clay. ARI The Bulletin of the Istanbul Technical University, Cilt: 54 - Sayı: 1, 7–13. https://ajindex.com/articles/448140

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (9)

  1. G. A. Leonards and B. K. Ramiah, ASTM STP 254,116(1959)
  2. G. A. Leonards and P. Girault, Proc. of the 5th ICSMFE 2, 213 (1961)
  3. G. A. Leonards and R. J. Deschamps, Compres­sion and Consolidation of Clayey Soils (Balkema, Rotterdam, 1995)
  4. E. Yılmaz, Ph.D Thesis, Istanbul Technical Uni­versity (2000)
  5. E. Yılmaz, A. Sağlamer and G. Çevikbilen, Long-Term Effect of a Sustained Load on a Clay Soil Exhibiting Secondary Consolidation Behaviour, Proc. 8th National SMFE Conf., Is­tanbul Technical University, Istanbul, Turkey, 2000
  6. G. Mesri, J. Soil Mech. and Found. Div., ASCE 99,123(1973)
  7. G. Mesri and P. M. Godlewski, J. Geotech. Engrg., ASCE 103, 417 (1977)
  8. E. Yılmaz and A. Sağlamer, Secondary and Tertiary Compresion Behaviour of Samsun Soft Blue Clay, 15th Int. Conf. on Soil Mech. and Geotech. Engrg., Istanbul Technical University, Istanbul, Turkey, 2001
  9. E. Yılmaz and A. Sağlamer, Technical Journal of.Turkish Chamber of Civil Engineers 14, 3069 (2003).