• Complex
  • Title
  • Keyword
  • Abstract
  • Scholars
  • Journal
  • ISSN
  • Conference
成果搜索

author:

Zheng, Daozhe (Zheng, Daozhe.) [1] | Liu, Chengyu (Liu, Chengyu.) [2] (Scholars:刘成禹) | Zhang, Xiangxiang (Zhang, Xiangxiang.) [3] (Scholars:张向向) | Huang, Shengfeng (Huang, Shengfeng.) [4] | Chen, Chenghai (Chen, Chenghai.) [5] | Yuan, Yeqing (Yuan, Yeqing.) [6]

Indexed by:

EI Scopus SCIE

Abstract:

The failure of ancient rock ruins is affected by freeze-thaw cycles is an important phenomenon in cold region. The degree of freeze-thaw damage be significantly influenced and show an obvious difference during the complex solution environments. However, few studies have been conducted to investigate the combined effects of complex solution environments and freeze-thaw (F-T) cycles to the crack propagation mechanism of loading freezethawed sandstones. To study the coupling effects of complex solution environments and freeze-thaw on argillaceous sandstone in ancient ruins, the physical and mechanical properties were investigated through weighing tests, ultrasonic tests, and uniaxial compression tests. The complete failure process of each sample was concurrently monitored using a combination of AE and MS techniques. The crack propagation mechanism at different scales was systematacially investigated through a comparative analysis of microseismic (MS) and acoustic emission (AE) signal characteristics. Additionally, the orthogonal test was designed to effectively analyse the sensitivity of the primary influencing factors to freeze-thawed damage. The findings indicate that:(1) NaCl concentration influences the frost heave force and salt crystallization pressure. While pH levels impact the integrity of the rock structure, leading to significant changes in volume expansion and frost heave force. These aspects are regarded as the main causes of sandstone softening. (2) Compared to the NaCl concentration, varying pH have a more pronounced effect on the freeze-thawed damage. (3) The micro-cracks propagation during loading process is classified into three stages: initial compaction, incubation, and rapid propagation. The macrocracks propagation is divided into two stages: uniform propagation and rapid propagation. With the increase of NaCl concentration and acidity of solution, the relative duration of incubation in micro-cracks propagation decreased, while the relative duration of uniform propagation in macro-cracks increased. When NaCl concentration and acidity surpass a specific threshold, both the micro-cracks and macro-cracks rapidly propagate from the beginning of the loading process.

Keyword:

Acoustic emission and microseismic properties Crack propagation Damage mechanism Freeze -thaw cycles Sensitivity analysis Solution environment

Community:

  • [ 1 ] [Zheng, Daozhe]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 2 ] [Liu, Chengyu]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 3 ] [Zhang, Xiangxiang]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 4 ] [Chen, Chenghai]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 5 ] [Yuan, Yeqing]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 6 ] [Huang, Shengfeng]Stevens Inst Technol, Dept Civil Environm & Ocean Engn, Hoboken, NJ 07030 USA
  • [ 7 ] [Zheng, Daozhe]Fuzhou Planning & Design Res Inst Grp Co Ltd, Fuzhou 350108, Fujian, Peoples R China

Reprint 's Address:

  • [Liu, Chengyu]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China;;

Show more details

Related Keywords:

Source :

COLD REGIONS SCIENCE AND TECHNOLOGY

ISSN: 0165-232X

Year: 2023

Volume: 217

3 . 8

JCR@2023

3 . 8 0 0

JCR@2023

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 2

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

Online/Total:727/10213759
Address:FZU Library(No.2 Xuyuan Road, Fuzhou, Fujian, PRC Post Code:350116) Contact Us:0591-22865326
Copyright:FZU Library Technical Support:Beijing Aegean Software Co., Ltd. 闽ICP备05005463号-1