今天，Google宣布了一项试验性的新项目，目标是重塑未来网上沟通的模式。
Google announced today a new, experimental idea aiming to reshape the future of communication on the web.
采用剪切波速与振动三轴联合试验装置，研究了具有松散结构的原状和重塑饱和粉土抗液化强度之间的相关性。
The correlation between cyclic liquefaction resistance of undisturbed and remolded saturated loose silts was studied using the cyclic triaxial apparatus with measurements of shear wave velocity.
对深部黏土重塑土的常规三轴试验表明，其内摩擦角较一般浅层黏土低，而且在高围压下强度包线出现向下的转折。
Triaxial compression test with the remolded deep clay shows that its fraction Angle is lower than that of the common shallow clay, and the strength envelope deflects with high confining stress.
本文将这两种状态粘土浸泡不同溶液后进行试验研究，探讨不同温度环境下原状土和重塑土的力学效应。
The two kinds of clay soil, after soaked in the different solution, were experimented to study their mechanical effect under different temperature environment.
根据饱和重塑黄土的试验结果确定了邓肯-张模型及K -G模型的参数，可在黄土地区工程中得以应用。
According to the experimental results of saturated loess remodeling identified Duncan-chang and K-G model parameters and can be applied in the loess area project.
传统的土体本构模型大多是基于室内重塑土试验建立的。
The classical soil constitutive models almost were constituted by reconstituted soil in the lab tests.
通过单轴拉伸试验，分析了地裂缝发育区原状黄土与重塑黄土的拉张破裂特性。
Through uniaxial tensile tests, the tensile fracture characteristics of undisturbed loess and remolding loess in the zone with developed ground fissures are analyzed.
重塑黄土的三轴拉伸试验表明，土体的抗拉强度与围压和含水率关系密切。
The triaxial tensile test of remolded loess indicates that the tensile strength of loess is related to the confining pressure and water content.
在相同试验条件下分别对原状和重塑人工冻结粘土进行了单轴无侧限抗压试验。
Comparative testing study is made on uniaxial compressive strength of undisturbed and remolded frozen clay in the same conditions.
为了模拟并行隧道分步开挖和并行开挖两种方式即在不同应力释放程度下的实际变形究竟有多大差别，本文针对重塑粉土和原状土进行了不同剪切路径下的变形特性试验研究。
To simulate the difference of deformation of multi-step excavation and simultaneous excavation in double metro tunnels, a group of remoulded soil and undisturbed soil test has been carried out.
对南水北调中线强膨胀岩重塑样进行了膨胀率试验，分析吸湿条件下膨胀岩膨胀变形规律。
The swelling deformation properties of expansive rock during moisture absorption are studied by means of the expansion ratio tests.
采用软土重塑试样进行了超载卸荷后再压缩过程的一维压缩试验。
A series of 1-d consolidation tests are carried out for soft remolded clay under overloading-unloading and reloading.
最后用橡胶块试验和重塑土试验来验证设备的准确性和适用性。
Finally, the tests on elastic dummy blocks and remolded clay to verify the apparatus are described.
接受晚期梗死相关动脉经皮冠脉介入术的生存和心脏重塑获益：来自随机对照试验的荟萃分析。
Survival and cardiac remodeling benefits in patients undergoing late percutaneous coronary intervention of the infarct-related artery: evidence from a meta-analysis of randomized controlled trials.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
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