Zobrazeno 1 - 10
of 20
pro vyhledávání: '"G., Sharanya"'
Publikováno v:
2023 Second International Conference on Electronics and Renewable Systems (ICEARS).
Publikováno v:
Arabian Journal for Science and Engineering.
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811965128
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7df64d655b7f73946aa53d8fb9ec91da
https://doi.org/10.1007/978-981-19-6513-5_31
https://doi.org/10.1007/978-981-19-6513-5_31
Autor:
D. G., Sharanya
Publikováno v:
Postcolonial Text; 2024, Vol. 19 Issue 3, p1-16, 16p
Publikováno v:
International Journal of Engineering. 34
The goal of this paper is to better understand the shrinkage behavior of low plasticity (CL) soil, which is common in Warangal, India. Understanding the tensile strength and hydro-mechanical response of soil requires an understanding of the contracti
Publikováno v:
Journal of Engineering Education Transformations; 2023 Special Issue, Vol. 36, p484-491, 8p
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811633829
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef76c1ff0b8cfcf70a9031060b2cbe1c
https://doi.org/10.1007/978-981-16-3383-6_7
https://doi.org/10.1007/978-981-16-3383-6_7
Publikováno v:
Innovative Infrastructure Solutions. 6
The shrinkage of soil induced by cyclic moisture variation from the post-compaction state needs to be addressed for understanding its long-term performance. The soil shrinkage curve is modeled to characterize the loss of moisture and the associated s
Publikováno v:
Learning and Analytics in Intelligent Systems ISBN: 9783030243135
Unsaturated soils are predominant in semi-arid regions which has the property to show moisture changes. Compacted pavement soil is in the unsaturated state thus exhibiting the tendency to weaken or strengthen with varying water content. With ever-cha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c711156f4df3b459ece83b4beb62800
https://doi.org/10.1007/978-3-030-24314-2_19
https://doi.org/10.1007/978-3-030-24314-2_19
Publikováno v:
International Journal of Civil Engineering. 3:66-70