共 25 条
- [1] Lo I T, Lin C Y, Yang C T, Et al., Assessing the blockage risk of disaster-relief road for a large-scale earthquake [J], KSCE Journal of Civil Engineering, 24, 12, pp. 3820-3834, (2020)
- [2] Chen G X, Gu X F, Chang X D, Et al., Review and implication of successful ground improvement cases about mitigating soil liquefaction induced by 8 strong earthquakes from 1989 to 2011 [J], Rock and Soil Mechanics, 36, 4, pp. 1102-1118, (2015)
- [3] Wu C Z, Chu J, Cheng L, Et al., Advances of ground improvement with MICP-based biogrouting[J], Chinese Journal of Ground Improvement, 2, 3, pp. 181-186, (2020)
- [4] He J, Chu J, Ivanov V., Mitigation of liquefaction of saturated sand using biogas[J], Géotechnique, 63, 4, pp. 267-275, (2013)
- [5] Chaney R C., Saturation effects on the cyclic strength of sands, Earthquake Engineering and Soil Dynamics, 1, pp. 342-358, (1978)
- [6] Yoshimi Y, Tanaka K, Tokimatsu K., Liquefaction resistance of a partially saturated sand [J], Soils and Foundations, 29, 3, pp. 157-162, (1989)
- [7] Xia H, Hu T., Effects of saturation and back pressure on sand liquefaction [J], Journal of Geotechnical Engineering, 117, 9, pp. 1347-1362, (1991)
- [8] Okamura M, Soga Y., Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand[J], Soils and Foundations, 46, 5, pp. 695-700, (2006)
- [9] Ma J, Song X R, Li L., Effect of carbon source on nitrite accumulation and pH value of effluent during denitrification process [J], China Environmental Science, 34, 10, pp. 2556-2561, (2014)
- [10] Wang H Y, Ma F, Su J F, Et al., Influence of carbon source and C/N ratio on nitrogen removal of aerobic denitrifier [J], Acta Scientiae Circumstantiae, 27, 6, pp. 968-972, (2007)