چکیده مقاله
Nandina domestica, due to its durability and low maintenance cost, can serve as an economical and sustainable solution for environmental soil stabilization This study investigates the effect of Nandina roots, characterized by a fibrous and widespread structure, in three different thicknesses 1, 2, and 3 mm on the unconfined compressive strength of silty clay soil For this purpose, 156 specimens were prepared, including rootless soil samples and root reinforced soil samples with root weight densities of 1, 2, 3, and 4 g per 100 cm³, at moisture contents of 20, 25, 30, and 35% These samples were subjected to unconfined compression tests Furthermore, to predict the failure stress as well as the stress strain behavior of the root reinforced soil under unconfined compression, a nonlinear empirical equation and a Random Forest machine learning model were developed based on the experimental dataset
کلیدواژهها
نویسندگان
Mehrab Ramzani
M Sc Student, School of Civil Engineering, Iran University of Science and Technology IUST , Tehran, Iran
Masoud Ebrahimi Derakhshan
Professor, School of Civil Engineering, Iran University of Science and Technology IUST , Tehran, Iran
Jaber Mamaghanian
Professor, School of Civil Engineering, Iran University of Science and Technology IUST , Tehran, Iran
Hamid Reza Razeghi
Professor, School of Civil Engineering, Iran University of Science and Technology IUST , Tehran, Iran
شیوه ارجاع
Ramzani, Mehrab and Ebrahimi Derakhshan, Masoud and Mamaghanian, Jaber and Razeghi, Hamid Reza,1404,Investigation of the Effect of Nandina domestica Roots on the Compressive Strength of Silty Clay Soil,14th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات چهاردهمین کنگره بین المللی مهندسی عمران29 مهر 1404 · تهران