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...
| الحاوية / القاعدة: | IOP Conference Series: Earth and Environmental Science |
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| المؤلف الرئيسي: | |
| التنسيق: | Conference paper |
| اللغة: | English |
| منشور في: |
Institute of Physics
2024
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85198479797&doi=10.1088%2f1755-1315%2f1369%2f1%2f012029&partnerID=40&md5=4b6172f72396b647a3e16cdae7c2779c |