为了研究高岭土电渗过程中在电极处加入CaCl_2溶液对电流、排水量、界面电阻、土体电阻率及最终抗剪强度等的影响,开展了相关室内试验。结果表明:电极处加入CaCl_2溶液后,电流的减小趋势得到有效控制,电渗过程中电流大小与加入CaCl_2溶...为了研究高岭土电渗过程中在电极处加入CaCl_2溶液对电流、排水量、界面电阻、土体电阻率及最终抗剪强度等的影响,开展了相关室内试验。结果表明:电极处加入CaCl_2溶液后,电流的减小趋势得到有效控制,电渗过程中电流大小与加入CaCl_2溶液的量有关,也可能与阳极所加CaCl_2溶液所占比例或者与CaCl_2溶液加入的时间有关;排水量变大,本试验条件下电渗排水量提高了10.9%;电极处加入CaCl_2溶液对阴极处界面电阻的减小很明显;电极处加入CaCl_2溶液后土体总电阻率下降较为明显,而阴极附近土体电阻率的下降对土体总电阻率下降起主要贡献;阳极和中部土体最终抗剪强度提高比较明显,尤其是阳极土体最终抗剪强度提高了16.4 k Pa,但阴极土体抗剪强度无明显提高,因此可以考虑用反转电极的方法来加固阴极土体。该研究可为高岭土电渗试验提供新思路。展开更多
Two kinds of simulated concrete pore solutions（SPSs） were treated with different amounts of synthetic calcium silicate hydrate（C-S-H）. The variation of the [Cl^-]/[OH^-] ratio in SPS was measured and the corrosion...Two kinds of simulated concrete pore solutions（SPSs） were treated with different amounts of synthetic calcium silicate hydrate（C-S-H）. The variation of the [Cl^-]/[OH^-] ratio in SPS was measured and the corrosion susceptibility of carbon steel in the SPS was investigated with potentiodynamic polarization, EIS and weight lose tests. The experimental results showed that for the SPS at p H 12.5, as the amount of C-S-H increases, the [Cl^-]/[OH^-] ratio increases thereby causing an increase in the corrosion susceptibility of the steel. While for the SPS at p H 9.7, with increasing C-S-H amount, the drop amplitudes of both [Cl^-]/[OH^-] ratio and steel corrosion rate first decrease and then increase, and a 3% C-S-H addition shows the best inhibition effect. XPS results demonstrate that after C-S-H treating in p H 12.5 SPS the [Fe^（3＋）]/[Fe^（2＋）] ratio in the film on steel surface is reduced while in p H 9.7 SPS the [Fe^（3＋）]/[Fe^（2＋）] ratio is increased. The different effects of the C-S-H amount on the two SPSs and the steel corrosion behavior result from the influences of C-S-H on the SPS p H, which is related to the composition of the SPS.展开更多
文摘为了研究高岭土电渗过程中在电极处加入CaCl_2溶液对电流、排水量、界面电阻、土体电阻率及最终抗剪强度等的影响,开展了相关室内试验。结果表明:电极处加入CaCl_2溶液后,电流的减小趋势得到有效控制,电渗过程中电流大小与加入CaCl_2溶液的量有关,也可能与阳极所加CaCl_2溶液所占比例或者与CaCl_2溶液加入的时间有关;排水量变大,本试验条件下电渗排水量提高了10.9%;电极处加入CaCl_2溶液对阴极处界面电阻的减小很明显;电极处加入CaCl_2溶液后土体总电阻率下降较为明显,而阴极附近土体电阻率的下降对土体总电阻率下降起主要贡献;阳极和中部土体最终抗剪强度提高比较明显,尤其是阳极土体最终抗剪强度提高了16.4 k Pa,但阴极土体抗剪强度无明显提高,因此可以考虑用反转电极的方法来加固阴极土体。该研究可为高岭土电渗试验提供新思路。
基金Funded by the National Natural Science Foundation of China(Nos.51171014 and 51210001)
文摘Two kinds of simulated concrete pore solutions（SPSs） were treated with different amounts of synthetic calcium silicate hydrate（C-S-H）. The variation of the [Cl^-]/[OH^-] ratio in SPS was measured and the corrosion susceptibility of carbon steel in the SPS was investigated with potentiodynamic polarization, EIS and weight lose tests. The experimental results showed that for the SPS at p H 12.5, as the amount of C-S-H increases, the [Cl^-]/[OH^-] ratio increases thereby causing an increase in the corrosion susceptibility of the steel. While for the SPS at p H 9.7, with increasing C-S-H amount, the drop amplitudes of both [Cl^-]/[OH^-] ratio and steel corrosion rate first decrease and then increase, and a 3% C-S-H addition shows the best inhibition effect. XPS results demonstrate that after C-S-H treating in p H 12.5 SPS the [Fe^（3＋）]/[Fe^（2＋）] ratio in the film on steel surface is reduced while in p H 9.7 SPS the [Fe^（3＋）]/[Fe^（2＋）] ratio is increased. The different effects of the C-S-H amount on the two SPSs and the steel corrosion behavior result from the influences of C-S-H on the SPS p H, which is related to the composition of the SPS.
