The characteristics of nanometer magnesium oxide (nano-MgO) admixed cement in the treatment of clay were studied in direct shear tests. The chemical resistance of the admixed clay cement was investigated by soaking specimens in sulfuric acid solution. Various contents of nano-MgO (from 5 parts per thousand to 20 parts per thousand) were mixed with ordinary Portland cement (OPC) and its effect on the shear strength of cemented silty clay was studied. The test results showed that the optimal nano-MgO content to achieve highest shear strength was 5 parts per thousand. It was observed also that the cohesion was most mobilized at the optimal nano-MgO content. Visual observation of the soak-tested samples revealed that damage to the surface of the specimens became more severe at higher sulfuric acid concentrations. In general, the shear strength of the mixture decreased with an increase in sulfuric acid concentration. Moreover, with an increase in sulfuric acid concentration (0.03 to 0.06 mol/L), both the cohesion and the friction angle decreased. However, the shear strength of the mixture increased with an increase in the soaking period, even in the sulfuric acid environment. Within the first 14 days of the soaking period, the shear strength of the mixture showed a clear change. However, for longer soaking periods (i.e., similar to 21 days), the strength did not change a great deal more.
机构:
Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R ChinaShanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
Lang, Lei
Li, Fudong
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Northeastern Univ, Minist Educ Safe Min Deep Met Mines, Key Lab, Shenyang 110004, Peoples R ChinaShanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
Li, Fudong
Chen, Bing
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Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R ChinaShanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Li, Na
Zhu, Yalan
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Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Zhu, Yalan
Zhang, Fang
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Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Zhang, Fang
Lim, Sin Mei
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Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, SingaporeChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Lim, Sin Mei
Wu, Wangyi
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Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Wu, Wangyi
Wang, Wei
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Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China