The technology of bio-gronting is a new technique for soft ground improvement. Many researchers have carried out a large number of experiments and study on this topic. However, few studies have been carried out on the...The technology of bio-gronting is a new technique for soft ground improvement. Many researchers have carried out a large number of experiments and study on this topic. However, few studies have been carried out on the dynamic response of solidified sand samples, such reducing liquefaction in sand. To study this characteristic of microbial-strengthened liquefiable sandy foundation, a microorganism formula and grouting scheme is applied. After grouting, the solidified samples are tested via dynamic triaxial testing to examine the cyclic performance of solidified sand samples. The results indicate that the solidified sand samples with various strengths can be obtained to meet different engineering requirements, the use of bacteria solution and nutritive salt is reduced, and solidified time is shortened to 1-2 days. Most importantly, in the study of the dynamic response, it is found that the MICP grouting scheme is effective in improving liquefiable sand characteristic, such as liquefaction resistance.展开更多
为了提高活性炭吸附材料对非极性污染物的吸附性能,采用碱〔(NaOH溶液)联合铜(Cu(CH_(3)COO)_(2)溶液)对珠状活性炭(beaded active carbon,BAC)进行改性,利用BET、SEM、Boehm滴定和FT-IR对改性前后的活性炭进行表征,并采用动态吸附法和Y...为了提高活性炭吸附材料对非极性污染物的吸附性能,采用碱〔(NaOH溶液)联合铜(Cu(CH_(3)COO)_(2)溶液)对珠状活性炭(beaded active carbon,BAC)进行改性,利用BET、SEM、Boehm滴定和FT-IR对改性前后的活性炭进行表征,并采用动态吸附法和Yoon-Nelson吸附理论模型研究了不同改性方法对活性炭吸附甲苯穿透曲线、饱和吸附量的影响及吸附机理.结果表明:改性后BAC表面不规则的孔隙增多,比表面积和微孔容积减少,平均孔径变化不显著,表面Cu含量明显升高;不同浓度碱铜联合改性后BAC对甲苯的吸附性能均提高,当NaOH溶液浓度为8 mol L、Cu(CH_(3)COO)_(2)溶液质量分数为0.5%时,联合改性效果最好,此时改性后BAC对甲苯的饱和吸附量较改性前增加了50.9%,吸附穿透时间延长了342.9%,吸附平衡时间延长了77.4%.研究显示:较高浓度的碱联合较低浓度的铜溶液对活性炭改性,能显著提高吸附甲苯性能;改性后BAC对甲苯的吸附性能受自身孔隙结构和表面官能团的共同影响,且表面酸性官能团影响显著,表面金属铜与甲苯的结合作用是主要的吸附过程.展开更多
文摘The technology of bio-gronting is a new technique for soft ground improvement. Many researchers have carried out a large number of experiments and study on this topic. However, few studies have been carried out on the dynamic response of solidified sand samples, such reducing liquefaction in sand. To study this characteristic of microbial-strengthened liquefiable sandy foundation, a microorganism formula and grouting scheme is applied. After grouting, the solidified samples are tested via dynamic triaxial testing to examine the cyclic performance of solidified sand samples. The results indicate that the solidified sand samples with various strengths can be obtained to meet different engineering requirements, the use of bacteria solution and nutritive salt is reduced, and solidified time is shortened to 1-2 days. Most importantly, in the study of the dynamic response, it is found that the MICP grouting scheme is effective in improving liquefiable sand characteristic, such as liquefaction resistance.
文摘为了提高活性炭吸附材料对非极性污染物的吸附性能,采用碱〔(NaOH溶液)联合铜(Cu(CH_(3)COO)_(2)溶液)对珠状活性炭(beaded active carbon,BAC)进行改性,利用BET、SEM、Boehm滴定和FT-IR对改性前后的活性炭进行表征,并采用动态吸附法和Yoon-Nelson吸附理论模型研究了不同改性方法对活性炭吸附甲苯穿透曲线、饱和吸附量的影响及吸附机理.结果表明:改性后BAC表面不规则的孔隙增多,比表面积和微孔容积减少,平均孔径变化不显著,表面Cu含量明显升高;不同浓度碱铜联合改性后BAC对甲苯的吸附性能均提高,当NaOH溶液浓度为8 mol L、Cu(CH_(3)COO)_(2)溶液质量分数为0.5%时,联合改性效果最好,此时改性后BAC对甲苯的饱和吸附量较改性前增加了50.9%,吸附穿透时间延长了342.9%,吸附平衡时间延长了77.4%.研究显示:较高浓度的碱联合较低浓度的铜溶液对活性炭改性,能显著提高吸附甲苯性能;改性后BAC对甲苯的吸附性能受自身孔隙结构和表面官能团的共同影响,且表面酸性官能团影响显著,表面金属铜与甲苯的结合作用是主要的吸附过程.
