Yamini N. Deshvena,
Raju R. Kulkarni,
Abstract document.addEventListener(‘DOMContentLoaded’,function(){frmFrontForm.scrollToID(‘frm_container_abs_112240’);});Edit Abstract & Keyword
Geotechnical engineering plays a pivotal role in the design, construction, and long-term maintenance of infrastructure, particularly in road construction, where subgrade conditions are directly linked to pavement performance, durability, and overall structural integrity. The performance of a road is heavily influenced by the geotechnical properties of the subgrade, making it essential to thoroughly assess these properties in the planning and construction phases. This study comprehensively investigates the geotechnical characteristics and performance of subgrade materials used in road construction, with a particular focus on enhancing the sustainability, resilience, and longevity of road infrastructure, especially in regions with diverse and challenging soil types. Soil samples were carefully extracted from varying depths and multiple locations along a proposed highway section and subjected to detailed laboratory analyses. Key parameters evaluated include moisture content, particle size distribution, Atterberg limits, compaction characteristics, and California Bearing Ratio (CBR), all of which are critical in determining the suitability of subgrade soils for supporting road pavements. The results highlight the substantial impact of subgrade properties on pavement design and long-term performance, emphasizing the need for targeted interventions such as material stabilization, advanced drainage control measures, and effective moisture management techniques. These recommendations are particularly vital in regions where problematic soil conditions, such as expansive clays or highly plastic soils, can significantly contribute to premature pavement failures. This research offers valuable insights and practical recommendations that could lead to more efficient road construction practices and facilitate the design of more resilient and durable pavements, even in the face of complex geotechnical challenges.
Keywords: Subgrade materials, geotechnical properties, road construction, soil stabilization, California Bearing Ratio (CBR), moisture content, particle size distribution, soil plasticity, pavement design, soil compaction, expansive soils, drainage control, highway engineering, pavement performance, soil classification, lime stabilization, cement stabilization, soil mechanics, compaction tests
[This article belongs to Journal of Geotechnical Engineering (joge)]
Yamini N. Deshvena, Raju R. Kulkarni. Geotechnical Analysis and Performance Evaluation of Subgrade Materials in Road Construction. Journal of Geotechnical Engineering. 2024; 11(03):24-29.
Yamini N. Deshvena, Raju R. Kulkarni. Geotechnical Analysis and Performance Evaluation of Subgrade Materials in Road Construction. Journal of Geotechnical Engineering. 2024; 11(03):24-29. Available from: https://journals.stmjournals.com/joge/article=2024/view=0
References
document.addEventListener(‘DOMContentLoaded’,function(){frmFrontForm.scrollToID(‘frm_container_ref_112240’);});Edit
- Bell FG. Lime stabilization of clay minerals and soils. Eng Geol. 1996;42(4):223-37.
- Bowles JE. Foundation analysis and design. 5th ed. New York: McGraw-Hill; 1992.
- Chen FH. Foundations on expansive soils. Amsterdam: Elsevier; 1975.
- Das BM. Principles of geotechnical engineering. 7th ed. Boston: Cengage Learning; 2010.
- Fredlund DG, Rahardjo H. Soil mechanics for unsaturated soils. New York: John Wiley & Sons; 1993.
- Holtz RD, Kovacs WD. An introduction to geotechnical engineering. Englewood Cliffs (NJ): Prentice-Hall; 1981.
- Holtz RD, Kovacs WD, Sheahan TC. An introduction to geotechnical engineering. 2nd ed. Upper Saddle River (NJ): Pearson; 2011.
- Huang YH. Pavement analysis and design. 2nd ed. Upper Saddle River (NJ): Pearson Education; 2004.
- Jones C, Jefferson I. Expansive soils. In: Burland J, Chapman T, Skinner H, Brown M, editors. ICE manual of geotechnical engineering. Volume 1. London: ICE Publishing; 2012. p. 413-39.
- Lambe TW, Whitman RV. Soil mechanics. New York: John Wiley & Sons; 1969.
- Little DN. Handbook for stabilization of pavement subgrades and base courses with lime. Arlington (VA): National Lime Association; 1995.
- Pavement Interactive. Subgrade and subbase [Internet]. 2017 [cited 2024 Oct 9]. Available from: https://www.pavementinteractive.org
- Rahman MA, Hossain I, Hoque MM. Geotechnical characterization of subgrade soils. J Mater Civ Eng. 2021;33(4):04021019.
- Sherard JL, Dunnigan LP, Decker RS. Identification and nature of dispersive soils. J Geotech Eng Div. 1976;102(4):287-301.
- Terzaghi K, Peck RB, Mesri G. Soil mechanics in engineering practice. 3rd ed. New York: John Wiley & Sons; 1996.
Journal of Geotechnical Engineering
Volume | 11 |
Issue | 03 |
Received | 08/10/2024 |
Accepted | 11/10/2024 |
Published | 19/10/2024 |
function myFunction2() {
var x = document.getElementById(“browsefigure”);
if (x.style.display === “block”) {
x.style.display = “none”;
}
else { x.style.display = “Block”; }
}
document.querySelector(“.prevBtn”).addEventListener(“click”, () => {
changeSlides(-1);
});
document.querySelector(“.nextBtn”).addEventListener(“click”, () => {
changeSlides(1);
});
var slideIndex = 1;
showSlides(slideIndex);
function changeSlides(n) {
showSlides((slideIndex += n));
}
function currentSlide(n) {
showSlides((slideIndex = n));
}
function showSlides(n) {
var i;
var slides = document.getElementsByClassName(“Slide”);
var dots = document.getElementsByClassName(“Navdot”);
if (n > slides.length) { slideIndex = 1; }
if (n (item.style.display = “none”));
Array.from(dots).forEach(
item => (item.className = item.className.replace(” selected”, “”))
);
slides[slideIndex – 1].style.display = “block”;
dots[slideIndex – 1].className += ” selected”;
}