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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.
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Details
1 Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610China
2 College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510642, China
3 State Key Lab. of Hydraulics and Mountain River Eng., College of Water Resource & Hydropower Eng., Sichuan Univ., Chengdu 610065, China