1) 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。
2) unconfined compression test
无侧限抗压强度试验
1.
Through the unconfined compression test and triaxial nondrain consolidation test,the paper demonstrated the impaction of factors for strength?stressstrain character?damage characteritics of cementloess.
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。
3) side limitless counter pressure intensity
无侧限抗压试验强度
1.
The side limitless counter pressure intensity of the hardener powder used in handling the streamway of the Stone River of Changzhi city in Shanxi province has been experimented and comparing with the cement.
发现固化剂 2的无侧限抗压试验强度最佳 ,为工地现场试验及河道综合治理提供了更为有力的理论依
4) 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。
5) 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。
6) 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。
补充资料：侧压承载强度
分子式：
CAS号：
性质：板材和其他零件连接时，在板面上垂直钻孔，用销、铆钉、螺栓插入固定，在其上施加平行于板面的负荷时，板所承受负荷的能力。板材的破坏主要是由孔中的铆钉或螺栓挤压孔壁造成局部塑性破坏而发展造成的。该值可将打好孔的试样用螺栓和金属夹板连接，然后分别将它们夹持于拉力试验机的上下夹具上，开动拉力机以一定速度分离上下夹具直至试样被拉破，即可算得测压承载强度。
CAS号：
性质：板材和其他零件连接时，在板面上垂直钻孔，用销、铆钉、螺栓插入固定，在其上施加平行于板面的负荷时，板所承受负荷的能力。板材的破坏主要是由孔中的铆钉或螺栓挤压孔壁造成局部塑性破坏而发展造成的。该值可将打好孔的试样用螺栓和金属夹板连接，然后分别将它们夹持于拉力试验机的上下夹具上，开动拉力机以一定速度分离上下夹具直至试样被拉破，即可算得测压承载强度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条