Investigating the effect of additives' size on the improvement of the tensile and compressive strengths and deformation characteristics of collapsible soils

被引:14
作者
Mahmoudian, Hossein [1 ]
Hashemi, Morteza [1 ]
Ajalloeian, Rasoul [1 ]
Movahedi, Behrooz [2 ]
机构
[1] Univ Isfahan, Fac Sci, Dept Geol, Esfahan, Iran
[2] Univ Isfahan, Fac Adv Sci & Technol, Dept Nanotechnol Engn, Esfahan, Iran
关键词
Collapsible soil; Soil treatment; Additive material size; Tensile and compressive behavior; FLY-ASH; GEOTECHNICAL PROPERTIES; FIBER REINFORCEMENT; GYPSEOUS SOIL; LOESS; BEHAVIOR; SAND; FINES; NANOMATERIALS; NANOSILICA;
D O I
10.1007/s12665-020-09085-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In the present study, an experimental investigation was conducted to examine the effect of the size of additives on the improvement of collapsible soils. For this purpose, three collapsible soils with severe collapse potential were selected from Varamin Plain, Iran. The selected soils were then treated in the laboratory by the addition of alumina materials in two sizes of 70 nm (nano-alumina) and 685 nm (micro-alumina) and in different contents to improve their mechanical properties. Soil properties including collapse potential, uniaxial compressive strength, compressive modulus of elasticity, direct tensile strength, and tensile modulus of elasticity were selected as the target parameters for the improvement. These parameters were measured and determined before and after the treatment and the behaviors of treated soils were studied in both compression and tension states. The obtained results indicated that the nanometric and micrometric additives have diverse effects on the performance of the treated soil under compression and tension conditions.
引用
收藏
页数:16
相关论文
共 50 条
[1]   Collapsibility potential of gypseous soil stabilized with fly ash geopolymer; characterization and assessment [J].
Alsafi, Shaymaa ;
Farzadnia, Nima ;
Asadi, Afshin ;
Huat, Bujang Kim .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 137 :390-409
[2]  
[Anonymous], 2007, STAND TEST METH LAB
[3]  
[Anonymous], 2007, STAND TEST METH UNC
[4]  
[Anonymous], 2003, STAND TEST METH MEAS
[5]   Recycled glass as a supplementary filler material in spent coffee grounds geopolymers [J].
Arulrajah, Arul ;
Kua, Teck-Ang ;
Horpibulsuk, Suksun ;
Mirzababaei, Mehdi ;
Chinkulkijniwat, Avirut .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 151 :18-27
[6]   Loess as a collapsible soil: Some basic particle packing aspects [J].
Assadi-Langroudi, Arya ;
Ng'ambi, Samson ;
Smalley, Ian .
QUATERNARY INTERNATIONAL, 2018, 469 :20-29
[7]   The Effects of Fines on the Behaviour of a Sand Mixture [J].
Cabalar A.F. .
Geotechnical and Geological Engineering, 2011, 29 (1) :91-100
[8]   Bonding effect on the evolution with curing time of compressive and tensile strength of sand-cement mixtures [J].
Cardoso, Rafaela ;
Ribeiro, Daniel ;
Neri, Raquel .
SOILS AND FOUNDATIONS, 2017, 57 (04) :655-668
[9]   Parameters Controlling Tensile and Compressive Strength of Artificially Cemented Sand [J].
Consoli, Nilo Cesar ;
Cruz, Rodrigo Caberlon ;
Floss, Marcio Felipe ;
Festugato, Lucas .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2010, 136 (05) :759-763
[10]   Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders [J].
Correia, Antonio A. S. ;
Venda Oliveira, Paulo J. ;
Custodio, Dione G. .
GEOTEXTILES AND GEOMEMBRANES, 2015, 43 (02) :97-106