Effect of temperature on the mechanical properties of fine-grained soils- A review

被引:1
|
作者
Azhar, Md [1 ]
Mondal, Somenath [1 ,3 ]
Tang, Anh Minh [2 ]
Singh, Akhileshwar K. [1 ]
机构
[1] Natl Inst Technol Jamshedpur, Dept Civil Engn, Jamshedpur 831014, India
[2] Ecole Ponts Paris Tech, Lab Navier, F-77455 Marne, France
[3] Natl Inst Technol Jamshedpur, Dept Civil Engn, Jamshedpur 831014, India
关键词
Fine-grained soils; Temperature-induced volumetric deformation; Mechanisms; Thermo-elasto-plastic behaviour; VOLUME CHANGE BEHAVIOR; PORE-WATER PRESSURE; THERMOMECHANICAL BEHAVIOR; SATURATED CLAYS; THERMAL RESISTIVITY; CREEP DEGRADATION; SHEAR-STRENGTH; MODEL; CONSOLIDATION; HEAT;
D O I
10.1016/j.geothermics.2023.102863
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Contemporary geotechnical engineering practice encompasses design and construction of thermo-active geostructures or structures which would encounter thermal cycles throughout its service life. Therefore, understanding the effect of temperature on soil mechanical properties becomes inevitable. Being a complex and coupled phenomenon it has been quite challenging for the researchers to study experimentally and theoretically the thermo-mechanical behaviour of fine-grained soil. Nonetheless, there are numerous studies which contribute significantly to gain insight about thermo-mechanical behaviour of soils. Incidentally, till date, on this arena of research, no comprehensive review, which provides a holistic development of the subject and its connection with the field application, is available. The prime objective of the present study is to critically appraise the state-ofthe-art understanding on thermo-mechanical behaviour of fine-grained soils through a comprehensive literature review. Moreover, this paper also describes the concept of thermo-elasto-plastic strain and thermal creep behaviour of fine-grained soils.
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页数:20
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