TY  - JOUR
AU  - Spasić, Marko
AU  - Živanović, Nikola
AU  - Gajić, Grozdana
PY  - 2018
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/952
AB  - Lime soil stabilization is a well-known and often used method. One of the
   methods of landslide stability improvement is changing soil with materials
   that have better physical and mechanical characteristics. In most of the
   methods for determining slope stability, the main input data are internal
   friction angle and cohesion. The main objective of this paper was to find
   out if the sampled silty clay soil was suitable for lime stabilization, and
   to get the values of shear strength parameters from soil samples with and
   without added lime. The results showed that by increasing lime content,
   internal friction angle rises, while cohesion values decrease, as well as
   deformations, all the way to 15% of lime by mass. The changes in internal
   friction angle, cohesion and deformations were most noticeable between 0 and
   5% of added lime. Samples that endured the largest pressures were those
   containing 10% of lime.
PB  - Univerzitet u Beogradu - Šumarski fakultet, Beograd
T2  - Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu
T1  - Influence of lime stabilization on shear strength parameters of silty clay soil
EP  - 156
IS  - 117
SP  - 143
VL  - 2018
DO  - 10.2298/GSF1817143S
UR  - conv_2343
ER  - 

@article{
author = "Spasić, Marko and Živanović, Nikola and Gajić, Grozdana",
year = "2018",
abstract = "Lime soil stabilization is a well-known and often used method. One of the
   methods of landslide stability improvement is changing soil with materials
   that have better physical and mechanical characteristics. In most of the
   methods for determining slope stability, the main input data are internal
   friction angle and cohesion. The main objective of this paper was to find
   out if the sampled silty clay soil was suitable for lime stabilization, and
   to get the values of shear strength parameters from soil samples with and
   without added lime. The results showed that by increasing lime content,
   internal friction angle rises, while cohesion values decrease, as well as
   deformations, all the way to 15% of lime by mass. The changes in internal
   friction angle, cohesion and deformations were most noticeable between 0 and
   5% of added lime. Samples that endured the largest pressures were those
   containing 10% of lime.",
publisher = "Univerzitet u Beogradu - Šumarski fakultet, Beograd",
journal = "Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu",
title = "Influence of lime stabilization on shear strength parameters of silty clay soil",
pages = "156-143",
number = "117",
volume = "2018",
doi = "10.2298/GSF1817143S",
url = "conv_2343"
}

Spasić, M., Živanović, N.,& Gajić, G.. (2018). Influence of lime stabilization on shear strength parameters of silty clay soil. in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu
Univerzitet u Beogradu - Šumarski fakultet, Beograd., 2018(117), 143-156.
https://doi.org/10.2298/GSF1817143S
conv_2343

Spasić M, Živanović N, Gajić G. Influence of lime stabilization on shear strength parameters of silty clay soil. in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu. 2018;2018(117):143-156.
doi:10.2298/GSF1817143S
conv_2343 .

Spasić, Marko, Živanović, Nikola, Gajić, Grozdana, "Influence of lime stabilization on shear strength parameters of silty clay soil" in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu, 2018, no. 117 (2018):143-156,
https://doi.org/10.2298/GSF1817143S .,
conv_2343 .