1) residual splitting tensile strength
剩余劈裂强度
1.
Based on the study of water sensitivity and water stability of bitumen mixtures,the evaluation of water damage resistibility of the mixtures is analyzed,with eroding and freezing/thawing test to simulate water damage of bituminous surface,and the indexes of residual splitting tensile strength(RSTS) put forward.
在区分沥青混合料水敏感性和水稳定性的基础上,分析研究了采用冲刷冻融试验环境模拟实际沥青路面水损害过程,并提出新的指标:剩余劈裂强度,结合劈裂强度建立起双指标的沥青混合料抗水损害性能评价方法。
2) 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。
3) 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 。
4) 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。
5) Split strength
劈裂强度
1.
Through dynamic and static analysis with 3D FEM, it is revealed that the detrimental load position is the edge of joint,but the effect of joint on the structure is smaller and smaller with the increase of overlay s thickness,split strength is an effective criterion to evaluat.
利用三维有限元方法对这样的结构进行了定量的分析和评价 ,通过计算发现 :该结构的最不利荷位在接缝的边缘 ,但随着罩面层厚度的增加 ,接缝对不同位置变形的影响越来越小 ;劈裂强度是一个评价罩面层厚度的有效指标 ,但 SAMI层不能作为单独的结构层进行评价 ;增厚罩面层能降低其底面的最大拉应力 ,若有标高控制时 ,可采用强度性能较好的改性沥青混合
2.
The samples were formed with vibration method,and the compressive strength and split strength were tested after standard curing.
采用振动法成型多孔混凝土试件,标准养护后测其抗压强度与劈裂强度。
6) remaining strength
剩余强度
1.
Assessment method for remaining strength of corroded pipeline and its application;
腐蚀管道剩余强度评价方法及其应用
2.
Theory foundation for remaining strength assessment methodology is presented and assessing formula for relative assessment methodology is educed based on individual basic assumption.
建议在单一荷载和简单缺陷形状下,按B31G进行管道的剩余强度评价。
3.
API 579 and F101 are two kinds of common codes in computing the remaining strength of corrosion pipeline for local metal loss.
对API 579和F101这2种目前常用的腐蚀管道剩余强度评定规范中的一些相似点进行了比较,并通过实例说明了各自的优、缺点。
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