Abstract

Using cement to solidify the sand is a effective way to prevent sand from erosion in the sea bank. To investigate the mechanical properties of cemented sand with different cement content, a series of unconfined compression tests were performed. In addition, to better describe the damage constitutive relation of cemented sand, a damage model with volume change considered were deduced. The results indicate that the unconfined compressive strength and deformation modulus increases linearly with the increase of cement content. The constitutive model with volume change considered can effectively fit the curves obtained from the test and describe the damage process of cemented sand.

Details

Title
Research on the Mechanical Properties and Damage Model of Cemented Sand under Uniaxial Compression
Author
Cai, Tan 1 ; Yuan, Mingdao 1 ; Shi, Yongsheng 1 ; Zhang, Xuhui 1 ; Li, Deji 2 ; Yang, Wenbin 1 ; Li, Hao 3 ; Xu, Yunqian 1 

 Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610China 
 College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510642, China 
 State Key Lab. of Hydraulics and Mountain River Eng., College of Water Resource & Hydropower Eng., Sichuan Univ., Chengdu 610065, China 
Publication year
2018
Publication date
Jul 2018
Publisher
IOP Publishing
ISSN
17551307
e-ISSN
17551315
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2559515545
Copyright
© 2018. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.