然后，随着炽热的阳光和滂沱的大雨交替出现，黑色岩石粗糙而贫瘠的表面开始慢慢软化。
Then, as blazing sunshine alternated with drenching rains, the harsh, barren surfaces of the black rocks slowly began to soften.
通过模拟野外环境，岩石喷泉的使用和流运行软化恶劣环境的意见和声音。
By mimicking wilderness Settings, use of rock fountains and stream runs soften harsh views and environmental sounds.
介绍了岩体弹塑性分析常用的模型、临界状态的概念以及反映岩石塑性应变硬化(及软化)的帽式模型。
The models in common use with elastoplastic analysis of rock mass, conception of critical state and the cap models that reflect strain hardening (or softening) of rocks are discussed.
在混合物理论基础上，建立了饱和、非饱和岩石损伤软化统计本构模型。
Then the statistical damage constitutive model is developed for saturated and unsaturated rock based on the mixture theory.
该模型能反映岩石的软化特性及破坏的全过程，也能反映岩石强度受围压的影响。
The model can reflect the softening characteristics and whole process of rock's deformation and failure, and the influences of surrounding stress on rock's strength.
音乐的魅力能感化凶残，软化岩石，还能柔化多节的橡树。
Music chas charms to soothe the savage beasts, to soften rocks, or bend a knotted oak.
由此可有效地处理岩石的软化、膨胀、不抗拉等特性。
The method can estimate the effects of the progressive failure, no-tension and dilation of rock mass.
该类岩石以中–微风化为主，软化系数小于0.75，孔隙率、吸水率低，裂隙贯通性差，具有较大的地基潜力。
The potential bearing capacity of this rock is relatively higher, having softing coefficient less than 0.75 with low pore rate, water absorptivity, and inferior crack connection.
第4章对平面应变状态下应变软化岩石试件的孔隙压力效应进行数值模拟。
In chapter 4, the influences of pore pressure on shear bands and on complete stress and strain curves have been modeled.
不同岩性岩石的应变软化性态和破坏机制也均随侧压的增大而发生转化。
Behavior of the strain softening and failure mechanism on different rocks transforms with the increase of confining pressure.
岩石峰后的应变软化特性和剪切膨胀特性对塑性临界状态有重要影响。
The rock strain softening after rock peak and the shear expansion properties affect the plastic critical state.
岩石峰后的应变软化特性和剪切膨胀特性对塑性临界状态有重要影响。
The rock strain softening after rock peak and the shear expansion properties affect the plastic critical state.
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