Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization

被引:25
作者
Zhang, Wengang [1 ,2 ,3 ]
Gu, Xin [2 ]
Zhong, Wenhan [2 ]
Ma, Zhitao [4 ]
Ding, Xuanming [1 ,2 ,3 ]
机构
[1] Chongqing Univ, Key Lab New Technol Construction Cities Mt Area, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[3] Chongqing Univ, Natl Joint Engn Res Ctr Geohazards Prevent Reservo, Chongqing 400045, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Energy & Min Engn, Qingdao 266590, Peoples R China
关键词
Transparent soil technique; Model testing; Underground construction; GEOTECHNICAL PROPERTIES; PILE INSTALLATION; CROSS-CORRELATION; DAMPING RATIOS; SHEAR MODULUS; IMAGE; DEFORMATIONS; DISPLACEMENT; TUNNEL; PENETRATION;
D O I
10.1016/j.undsp.2020.05.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In geotechnical engineering, the transparent soil (also called transparent media) technique is an effective tool for conducting experimental tests and investigating the displacement characteristics and stress distribution of soils. It plays a vital role in the observation of internal soil deformations. This study aims to briefly review the current state of some of the common materials used to formulate transparent soil models and the application of the transparent soil technique to underground construction over the last 20 years. To this end, the basic concepts of transparent soils are introduced. Then, several representative applications of transparent soil in underground construction (i.e., soil deformations induced by the penetration of pile foundations, tunnel excavation-induced movements, and structural responses caused by braced excavations) are presented. Because some research gaps may exist, certain potential research topics are proposed. This review can serve as a guideline for researchers performing experiments using transparent soils.
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页码:702 / 723
页数:22
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