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1)  Unconfined compressive strength
无侧限抗压强度
1.
Experimental study on unconfined compressive strength of clays stabilized with fly ash and slag;
粉煤灰炉渣加固土的室内无侧限抗压强度试验研究(英文)
2.
Triaxial test apparatus for measurement of unconfined compressive strength of lime-soil pile;
用三轴仪测定桩体灰土的无侧限抗压强度
3.
In order to meet the minimum requirements for dewatered sludge landfill,the sludge landfill characteristics including moisture content,vane shear strength,unconfined compressive strength under different dosages of quicklime/soil or quicklime/fly ash used as additives were studied.
为使脱水污泥满足填埋所需要的最低强度要求,分别以生石灰/土、生石灰/粉煤灰为添加剂,对不同添加量下的污泥填埋特性(土工含水率、十字板抗剪强度、无侧限抗压强度)进行了研究。
2)  unconfined compression strength
无侧限抗压强度
1.
Experimental investigation of unconfined compression strength of vegetation-growing concrete;
植被混凝土无侧限抗压强度试验研究
2.
Principal factors in unconfined compression strength of the solidified soil for the catchment area;
固化土集流面无侧限抗压强度影响因素研究
3.
The optimum water content and maximum dry density of the mixtures are related to the content of the high calcium flyash,the unconfined compression strength and water stability of the mixtures can satisfy the subgrade engineering,and the mixtures have a definite tensile ability.
试验结果表明:粉煤灰混合料的最优含水率、最大干密度与高钙粉煤灰的掺加比例线性相关;粉煤灰混合料的无侧限抗压强度、水稳定性能够满足路基工程的要求,且具有一定的抗拉能力;粉煤灰混合料的抗压回弹模量随压实度线性增大,一定龄期的粉煤灰混合料压缩模量明显大于散粒体粉煤灰的压缩模量;养生后土工网对粉煤灰的内摩阻力迅速增大,界面处的似摩擦系数增大。
3)  compressive strength
无侧限抗压强度
1.
Unconfined compressive strength of the RPP solidified soil was determined and compared with other soils stabilized with inorganic binding materials.
选择有代表性的4种土,采用RPP离子固化剂加石灰的方式进行处理,测定稳定土的无侧限抗压强度等性能指标,并与石灰等其他无机结合料稳定土的强度进行了比较,结果表明,RPP固化石灰土的强度高于石灰土,与二灰土相当,具有较高的路用价值。
2.
In the compressive strength design of cement-soil mixing pile composite foundation,the design of the compressive strength design of cement-soil mixing pile of a soil is provided.
深层水泥土搅拌桩的无侧限抗压强度设计中,规范只是对于单一地层给出设计要求但是没有给出多层地基土中桩抗压强度的计算、检验方法,通过具体的工程实践,建立了多层地基中无侧限抗压强度计算式并对其效验。
4)  unconfined compression test
无侧限抗压强度试验
1.
Through the unconfined compression test and triaxial nondrain consolidation test,the paper demonstrated the impaction of factors for strength?stressstrain character?damage characteritics of cementloess.
通过对水泥黄土的无侧限抗压强度试验和三轴固结不排水试验,揭示了多因素对水泥黄土强度、应力-应变特征、破坏特征的影响。
5)  unconfined water-saturated compression strength
无侧限饱水抗压强度
1.
Taking the fly ash from Baqiao Power Plant as example its rationality of compaction test is analyzed from compaction principle, unconfined water-saturated compression strength, scour resistance and other aspects.
以西安灞桥电厂粉煤灰为例 ,分别从击实原理、无侧限饱水抗压强度、抗冲刷性能等角度进行分析 ,指出在工程实际中二灰类材料的实际用水量应较击实试验所得的最佳含水量有所增加。
6)  non-confining compression strength test
无侧限抗压强度实验
1.
Through indoor conventional experiment, saturation test and non-confining compression strength test, research has been put to the physical and mechanical characteristics of the loess consolidated by Na_(2)SiO_(3) solusition, a Na_(2)SiO_(3) composite body, and the basic mechanical parameters of the loess near the Daming Palace Han Yuan Temple have been acquited.
通过室内常规实验、浸水实验、无侧限抗压强度实验,对Na2SiO3溶液加固的黄土-Na2SiO3复合体的物理力学特性进行了室内实验研究,取得了(唐)大明宫含元殿窑址附近黄土-Na2SiO3复合体的基本力学特性参数,可供该地区其他类似条件的遗址加固设计参考。
补充资料:抗压强度
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性质:在单向压缩负荷下产生破坏时试样所能承受的最大应力。通常是以规定大小试样在缓慢加荷至破坏时的最大负荷除以试样原来的截面积来表示。是金属材料和非金属材料的机械性能的一项指标。对高聚物材料来说,刚性塑料典型的抗压强度值为100MPa左右,而高分子复合材料约为100~500MPa左右。对软钢、铜等塑性材料,用圆柱形试件进行抗压试验,但试件不会产生破坏,而只产生鼓形变形。这时规定一定的压缩变形量,与之对应的压缩应力(载荷除以变形前的截面积)为材料的抗压强度。

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