1) cement ratio
掺入比
1.
The relationship between the strength and the dry density of pile shaft,kind of mixed soil,cement ratio and curing time is demonstrated detailedly.
通过对水泥土块强度试验,分析了影响夯实水泥土桩强度的主要因素,并详细论证了水泥掺入比、土的种类、桩体干密度及养护龄期等因素与水泥土桩体强度之间的关系。
2.
Different age and different cement ratio of cement soil are tested with ultrasonic instrument.
对不同龄期、不同水泥掺入比的水泥土试块进行超声波测试,利用FFT技术分析得到水泥土超声波信号的主频。
3.
In order to obtain the mechanical properties of cemen ted soil,a series of cemented soil specimens with different cement ratios are co nducted through uniaxial compression tests and ultrasonic wave tests.
本文通过室内抗压实验及超声波波速实验的方法 ,对不同水泥掺入比下水泥土的力学性能进行了研究 ,获得了水泥土材料棱柱体抗压强度与立方体抗压强度之间的关系 ,以及抗压强度与波速之间的关系
2) mixing ratio
掺入比
1.
According to the different solidified agent application in the civil engineering,the relationship of stressstrain and the variation of unconfined compressive strength of the clay stabilized with solidified agent in different stabilizer mixing ratio and time are studied through the laboratory experiment in this paper.
应用不同固化剂对加固软土的作用进行了试验,分析和讨论了固1和固2加固土在不同掺入比和龄期时强度的变化规律及应力—应变特性。
2.
The mechanical test to different soil was did with soil stabilizer in the paper and in the different mixing ratio and time discussed the varied regulation of the nature of compaction,infiltration,unconfined compressive strength and freeze-thaw resistance of solidified soil.
本文利用土壤固化剂对不同土壤进行力学试验,分析讨论了不同土壤在不同掺入比和龄期时,固化土的击实、渗透、无侧限抗压强度、抗冻特性的变化规律。
3) incorporation ratio
掺入比
1.
The impaction of physical indicators for the mixture(firming agent and soil) are analyzed,between the same firming agent and different incorporation ratio or the same incorporation and different firming agent,through the research of several common firming agents indoor test,one kind of new solidification material is provided for the in-depth stirring pile.
通过对几种常用固化剂开展室内试验研究,测试其物理力学性能指标,分析同一固化剂不同掺入比或同一掺入比不同固化剂对于混合物(固化剂和土)的物性指标的影响,为深层搅拌桩提供一种新型固化材料。
4) cement content
水泥掺入比
1.
By deducing and analyzing on the laboratory testing results of vegetation-growing concrete,the impact of cement content,age and inundate conditions on unconfined compression strength of vegetation-growing concrete are studied.
通过对植被混凝土室内试验结果的归纳和分析,研究了水泥掺入比、龄期和浸水条件对植被混凝土无侧限抗压强度的影响。
2.
The authors demonstrate the relations between compressive strength and cement content, moisture content, density, age and failure strain.
通过室内试验,研究聚苯乙烯轻质混合土轻质、高强的相关关系,揭示出轻质混合土抗压强度与水泥掺入比、含水量、密度、龄期和破坏应变的关系,以及不同水泥掺入比和密度时的应力-应变关系,给出了强度预测公式和应力-应变拟合关系,为工程应用提供科学依据。
5) Cement ratio
水泥掺入比
1.
Through the unconfined compression tests on the sand soil cement with different cement ratio and different curing time,this paper analyzes variation of the unconfined compressive strength and modulus of strength of sand soil cement on the condition of soaking and un-soaking,and summarized the characteristic of stress-strain diagram of sand soil cement.
通过对不同水泥掺入比、不同龄期的水泥砂土在浸水和不浸水条件下的无侧限抗压试验,分析了浸水对水泥砂土的各项力学性能的影响,以及水泥砂土的无侧限抗压强度和模量随水泥掺入比及龄期的变化规律,并对水泥砂土全应力应变曲线的特性进行了总结。
2.
Through the unconfined compression tests on the cement laterite with different cement ratio and different curing time,this paper analyzes variation of the unconfined compressive strength and modulus of strength cement laterite,and summarized the characteristic of stress-strain diagram of cement laterite.
通过对不同水泥掺入比 ,不同龄期的水泥红土的无侧限抗压试验 ,分析了水泥红土的无侧限抗压强度和模量随水泥掺入比及龄期的变化规律 ;并对水泥红土全应力应变曲线的特性进行了总结 。
3.
Based on laboratory tests, the permeable characteristics of LSM-EPS is studied deeply as follows:(1) The effects of cement ratio, EPS ratio and curing age on permeable characteristics of LWS-EPS are studied by conducting water penneability tests on spec.
在室内试验的基础上,本文对其渗透特性进行了系统、深入地研究,主要内容包括: (1) 在室内变水头渗透试验基础上,研究了水泥掺入比、EPS含量及龄期对其渗透特性的影响,渗透系数随水泥掺入比、龄期的增大及EPS含量的降低而降低,近似为乘幂函数关系。
6) cement-mixed ratio
水泥掺入比
1.
The influences of age,cement-mixed ratio and EPS content on the permeability of LWS-EPS are studied mainly based on the permeability test.
通过室内渗透试验,对聚苯乙烯轻质混合土的渗透特性进行了研究,重点对龄期、水泥掺入比及EPS(聚苯乙烯轻质混合土)含量等主要影响因素进行了分析。
补充资料：掺掺
1.女手纤美貌。
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