1) three-dimensional stress wave
三维应力波
2) 3D stress
三维应力
1.
The characteristics of 3D stress distribution of coal-seam and its thickness effects are obtained.
基于非对称综放开采布置特点,以谢桥煤矿1151(3)综放面地质技术条件为背景,采用计算机数值模拟,并结合现场实测研究,揭示非对称开采煤层三维应力分布及一次开采煤厚变化对应力分布的影响规律。
2.
The coupling equation of the seepage flow in fractured rock masses and 3D stress is concluded.
围绕裂隙岩体渗流与应力之间的关系问题,从理论出发,经过合理的建模和严密的推演,得出裂隙岩体渗流与三维应力的耦合方程。
3.
The physical model and strict relative equations of rock mass with single fracture under 3D stresses are proposed by considering the tectonic characteristics of fracture in rock.
建立了单一裂缝岩体在三维应力作用下的物理模型和严密的关系方程,推导出渗透系数计算公式,并对该公式进行了大量的三轴试验数据的验证。
3) three dimensional stress
三维应力
1.
The experiment expresses that the method of control fracturing of rock in three dimensional stress state can create cracks more than two randomly and improve the permeate rate of rock seams efficiently.
通过对岩石三维应力控制压裂实验结果的分析，得出了裂缝的条数、长度、方向与应力场、装药量、孔径的关系。
4) D stress
三维应力
1.
In this paper, the secondary stress, radius and displacement in plastic zone of cylinder tunnel under 3-D stress are analyzed on basis of do u ble shear strength theory.
为此本文利用双剪强度理论分析了三维应力状态下圆筒形巷道塑性区次生应力、半径和位移。
2.
In this paper,the authors study stress and strain field of rock body in dam site using 3- D finite- element simulation method,discuss the correlation3- D stress and strain of rock body to rock failure,and evaluate the stability of rock body.
采用三维有限元数值模拟方法 ,对坝址区岩体应力场和位移进行了研究 ;探讨了岩体三维应力、应变分布与岩体变形破坏的关系 ,评价了岩体的稳定
5) three-dimensional stress
三维应力
1.
Research of three-dimensional stress measurement by hydraulic fracturing in Xiaotiandu Hydro-power Station;
小天都水电站水压致裂法三维应力测量研究
2.
The solution for three-dimensional stresses was obtained,so that the numerical calculations can be carried out on computer for these problems in engineering.
针对固体力学中的应力问题,应用边界元法建立基本方程,并求解此方程得出求解线性弹性物体三维应力的式子。
6) 3-D stresses
三维应力
1.
Porous seepage in calcirudite rock with 3-D stresses;
三维应力作用下砂砾岩孔隙型渗流
2.
The 3-D stresses of Huayanjing masonry arch dam under different calculating conditions have been analyzed.
对重庆开县花盐井浆砌石拱坝在不同计算工况下坝体三维应力进行了分析计算,为减小坝体最大应力提出加固坝体的合理方案和改善坝体应力的措施,验证该大坝在不同工况下的整体稳定性和局部稳定性。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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