Unconfined compressive strength of subgrade stabilized with coconut shell ash and lime in variation to curing time
Many construction projects have encountered issues where the soil does not meet the necessary specifications for use as a subgrade layer. The high compressibility and low shear strength of these soils can lead to significant distortion when exposed to traffic loads. To address these issues, this stu...
| 發表在: | IOP Conference Series: Earth and Environmental Science |
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| 主要作者: | |
| 格式: | Conference paper |
| 語言: | English |
| 出版: |
Institute of Physics
2024
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| 在線閱讀: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85198479797&doi=10.1088%2f1755-1315%2f1369%2f1%2f012029&partnerID=40&md5=4b6172f72396b647a3e16cdae7c2779c |