1) fracture extending speed
劈裂伸展速度
2) Brazilian tension
劈裂拉伸
1.
By Brazilian tension tests of complete procedure for Three Gorges granite conducted by a servo-controlled testing machine,it is found that there exists obvious linear relationship between load and displacement of load point before breakage.
采用三峡花岗岩在伺服试验机上进行了劈裂拉伸全过程试验,发现试样破坏前加载力与加载点位移存在着明显的线性关系。
2.
In order to get the energy dissipation characters of Three Gorges granite under different loading modes,the complete procedure experiments of 3-point binding,Brazilian tension,uniaxial compression and triaxial compression are conducted with servo-controlled testing machines MTS and RMT.
采用RMT,MTS刚性伺服试验机,研究了三峡工程中隔墩花岗岩在三点弯曲断裂、劈裂拉伸、三轴压缩及单轴抗压等4种加载方式下的能耗特征。
3) extensional crenulation cleavage
伸展褶劈理
1.
Through the analysis of statics by combining with dynamics, the initial angle between conjugate extensional crenulation cleavages (eccs) gained by the author is 109° 28′, which comes well up to the field data.
通过静力和动力学解析，共轭伸展褶劈理面对最大主应力方向的理想夹角为１０９°２８′，与实际观测值一致。
4) splitting tensile strength
劈裂强度
1.
Orthogonal trail design method is used and series of physics and mechanics trials were done for 16 kinds of aggregate gradation,such as unconfined compressive strength trial,splitting tensile strength trial and dry shrinkage trial,to search influence disciplinarian of aggregate gradation composing on performance of physics and mechanics of cement-stabilized macadam.
采用正交试验设计方法,对16种集料级配的水泥稳定碎石试件分别进行无侧限抗压强度、劈裂强度和干缩等物理力学试验,探求集料级配组成对水泥稳定碎石物理力学性能的影响规律,研究结果表明:集料级配组成对水泥稳定碎石物理力学性能有较大影响,集料级配组成不同,其物理力学性能各异,强度愈高,干缩变形愈大。
2.
The influence of forming retarded time on unconfined compressive strength and splitting tensile strength for different ages are also analyzed.
通过试验分析了集料级配类型、试件尺寸、水泥剂量、水泥品种、集料针片状颗粒含量等对水泥稳定碎石无侧限抗压强度的影响规律及分析了不同延迟时间对水泥稳定碎石不同龄期无侧限抗压强度和劈裂强度的影响,从而为强度的合理限值提供了依据。
5) splitting strength
劈裂强度
1.
Factors affecting splitting strength of asphalt mixture;
沥青混合料劈裂强度的影响因素
2.
The improvement of splitting strength and surface hardness by means of compounding carbon fiber and natural silk in the system of active HAP(Hydroxyapatite:Ca 5(PO 4) 3OH) and phosphate biocement(PBC) have been studied here.
本文主要以活性HAP(羟基磷灰石 :Ca5(PO4) 3OH)、磷酸盐生物水泥PBC为基础 ,研究了碳纤维、原蚕丝纤维和养护条件对水化试样的劈裂强度和表面硬度的改善。
3.
The results show that with the bio_fiber and proper curing (in saturated solution of KH 2PO 4) the splitting strength o.
以活性羟基磷灰石 (HAP ,Ca5(PO4) 3 OH)和磷酸盐生物水泥 (PBC)为基础 ,研究了碳纤维和原蚕丝纤维以及养护条件对水化试样的劈裂强度和表面硬度的改善 。
6) cleavage strength
劈裂强度
1.
In order to study recycled application of old asphalt pavement,based on systematic laboratory tests,the physical and mechanical properties of cement stabilized recycled asphalt mixture have been studied as well as unconfined compressive strength,cleavage strength and compression modulus of cold recycling materials.
方法通过系统的室内试验对水泥稳定废旧沥青混合料的物理力学性质进行了分析与评定,对无侧限抗压强度、抗压回弹模量、劈裂强度等主要力学性能进行了研究。
2.
The changes of cleavage strength of SBR modified asphalt mixture and base asphalt mixture can reflect the rule that the asphalt mixture changes with time by using ultraviolet aging at different time.
试验中利用不同时照的紫外线老化,SBR改性沥青混和料与基质沥青混合料的劈裂强度变化,反映出沥青混合料随时间变化的规律。
3.
In order to study the mechanical properties of lime-flyash steel slag, the tests of unconfirmed compression strength,modulus of resilience,cleavage strength and flexural-tensile strength,were performed.
二灰钢渣劈裂强度的形成主要是受钢渣含量的影响;劈裂强度随龄期的增加而增长,后期比前期增长快,28 d劈裂强度在0。
补充资料：劈裂强度
分子式：
CAS号：
性质：在规定的试验条件下，胶接试样产生分离时单位胶接宽度所需的拉伸载荷，以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。
CAS号：
性质：在规定的试验条件下，胶接试样产生分离时单位胶接宽度所需的拉伸载荷，以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。
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