A Simple Review of Cemented Non-conventional Materials: Soil Composites

被引:74
作者
Khajeh, Aghileh [1 ]
Chenari, Reza Jamshidi [1 ]
Payan, Meghdad [1 ]
机构
[1] Univ Guilan, Dept Civil Engn, Fac Engn, Rasht, Guilan, Iran
基金
英国科研创新办公室;
关键词
Cemented composites; Non-conventional materials; Stabilization; Reinforcement; UNCONFINED COMPRESSIVE STRENGTH; VARIABLES CONTROLLING STRENGTH; FLY-ASH; MECHANICAL-BEHAVIOR; FIBER-REINFORCEMENT; GEOTECHNICAL PROPERTIES; DYNAMIC PROPERTIES; EXPANSIVE CLAYS; KEY PARAMETERS; SHEAR BEHAVIOR;
D O I
10.1007/s10706-019-01090-x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Strength and compressibility characteristics of problematic soils such as loose sands and extra-sensitive clays need to be enhanced for the construction purposes which is due in part to the population growth and society's ever-expanding requirements. Accordingly, cemented soils are being used as a world-renowned soil stabilization practice in all geotechnical engineering applications, yet the high energy consumption and cost of cement is to blame. Therefore, various types of binders have been proposed to partially or even totally supplant the cement, whilst fibers have emerged to be used as composite reinforcement. The current study provides a simple literature review on cemented composites, common non-conventional stabilizers, reinforcing fibrous inclusions and the simultaneous use of a stabilizer and a reinforcing agent. It encapsulates highlighted studies which are stated in a logical sequence to introduce the most practical mixtures used for the stabilization purposes. Moreover, microstructural analysis and measurements regarding variable properties of mortar-like and cemented granules composites will be discussed. Eventually, future works such as an appropriate use of weight-volume relationships as well as adopting an objective qualitative assessment for the selection of the additives will be recommended.
引用
收藏
页码:1019 / 1040
页数:22
相关论文
共 136 条
[1]  
Abdulla AA, 1997, INT J NUMER ANAL MET, V21, P533, DOI 10.1002/(SICI)1096-9853(199708)21:8<533::AID-NAG889>3.0.CO
[2]  
2-0
[3]   LOW STRAIN DYNAMIC PROPERTIES OF ARTIFICIALLY CEMENTED SAND [J].
ACAR, YB ;
ELTAHIR, EA .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (11) :1001-1015
[4]   Assessing the impact of GBFS on mechanical behaviour and microstructure of soft clay [J].
Afrasiabian, Armin ;
Salimi, Mahdi ;
Movahedrad, Mehran ;
Vakili, Amir Hossein .
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (03) :327-337
[5]   TRIAXIAL TESTING OF NATURALLY CEMENTED CARBONATE SOIL [J].
AIREY, DW .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (09) :1379-1398
[6]  
Al-Mukhtar M, 2010, APPL CLAY SCI, V50, P191, DOI 10.1016/j.clay.2010.07.023
[7]   Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests [J].
Alaie, R. ;
Chenari, R. Jamshidi .
GEOSYNTHETICS INTERNATIONAL, 2019, 26 (06) :563-579
[8]   Cyclic and Post-Cyclic Shear Behaviour of Interface between Geogrid and EPS Beads-Sand Backfill [J].
Alaie, Reza ;
Chenari, Reza Jamshidi .
KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 22 (09) :3340-3357
[9]   Strength properties of an epoxy resin and cement-stabilized silty clay soil [J].
Anagnostopoulos, Costas A. .
APPLIED CLAY SCIENCE, 2015, 114 :517-529
[10]   Shear strength behaviour of polypropylene fibre reinforced cohesive soils [J].
Anagnostopoulos, Costas A. ;
Tzetzis, Dimitrios ;
Berketis, Kiriakos .
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2014, 9 (03) :241-251