cement mixing ratio meaning in Chinese
地基处理水泥土水泥掺合比
水泥土水泥掺合比
Examples
- Abstract : for enhancing the application level of cement - treated soil , the relationships between the permeability of cement - treated soil and cement mixing ratio , stadium , and the additive was studied through the laboratory experiment
文摘:为了提高水泥土的应用水平，通过室内试验研究了水泥土的渗透性与水泥掺入比、时间及外掺材料间的关系。 - According to the results of other researchers , the strength of cement - stabilized soil reinforced with different nanometerial are compared . the studies shows that the ucs of narcss increases with the increase of curing period , increases firstly and then falls with nano - al2o3 mixing ratio , and increases with cement mixing ratio . according to the influencing degree , the main factors can be rated as following : cement mixing ratio , water content , nano - al2o3 mixing ratio , the w / c ratio
研究表明：掺纳米材料al _ 2o _ 3水泥土强度随龄期的增加而增长；随纳米铝掺入比增加呈先增大后减小的趋势，峰值出现在纳米铝掺入比为5左右；随水泥掺入比的增加而增加；在影响纳米铝水泥土强度的各因素中，水泥掺入比的影响最为显著，土样含水量影响次之，纳米铝掺入比的影响再次之，而水灰比的影响较小。 - In this dissertation , the engineering properties of the nano - al2o3 and nano - tio2 reinforced cement - stabilized soil are respectively studied through the laboratory experiments . based on testing data , the unconfined compressive strength ( ucs ) of nanometerial - al2o3 reinforced cement - stabilized soil ( narcss ) is firstly analyzed in different nanomaterial mixing ratio , cement mixing ratio , curing - period , water content , w / c ratio , etc . , and then the stress - strain relationship of narcss is given . the variation of the ucs of nanometerial - tio2 reinforced cement - stabilized soil ( ntrcss ) is also given in different nanometerial mixing ratio and curing period
根据试验结果，首先分析了纳米材料al _ 2o _ 3掺入比、龄期、土样含水量、水灰比等对掺纳米材料al _ 2o _ 3水泥土强度的影响，并给出其应力应变关系(本构关系)和一定条件下的最佳配比；其次，分析了纳米材料tio _ 2掺入比、龄期等对掺纳米材料tio _ 2水泥土强度的影响；最后，通过比较前人的研究成果，对分别掺入纳米材料al _ 2o _ 3 、纳米材料tio _ 2及纳米材料sio _ ( 2 - x )的水泥土强度进行了对比分析。 - The influences of the mixing amount of curing agent and curing age on the unconfined compression strength are discussed by determining the strength . by comparative study , it is concluded that the intensity of stabilized soil is the largest by using the stabilizer composed of 16 % cement mixing ratio and 40 % fly ash mixing amount , and it is reduced with growth of the water content of soft soil and is increased with growth of the cement mixing ratio and curing age
通过测定水泥土及水泥-粉煤灰加固土的无侧限抗压强度，探讨固化剂掺量、龄期对抗压强度的影响；通过对比研究发现，当水泥掺入比为16 ，粉煤灰掺入量为水泥重的40时，加固土的强度最大，并且强度随着软土含水量的增加而降低，随着水泥掺入比、养护龄期的增长，水泥土及水泥-粉煤灰加固土的抗压强度也随之增加。