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1)  structure of weak support and weak slab
软支弱板结构
1.
Applying the principles of elastic mechanics and material mechanics,mechanical analysis of the two structures,namely,structure of hard support and weak slab as well as structure of weak support and weak slab,are elaborated in order to find the dangerous cross section and point of man-made intermediate ceiling.
建立了下向分层进路式胶结充填体的力学模型,应用弹性力学和材料力学的理论,结合某矿实际,分别对硬支弱板结构和软支弱板结构进行了力学分析,寻出了人工假顶的危险截面和危险点,阐明了该矿以往发生事故的真正原因,同时也分析了进路侧帮的弹性模量等对人工假顶稳定性的影响,提出了提高人工假顶稳定性的一些措施。
2)  structure of hard support and weak slab
硬支弱板结构
1.
Applying the principles of elastic mechanics and material mechanics,mechanical analysis of the two structures,namely,structure of hard support and weak slab as well as structure of weak support and weak slab,are elaborated in order to find the dangerous cross section and point of man-made intermediate ceiling.
建立了下向分层进路式胶结充填体的力学模型,应用弹性力学和材料力学的理论,结合某矿实际,分别对硬支弱板结构和软支弱板结构进行了力学分析,寻出了人工假顶的危险截面和危险点,阐明了该矿以往发生事故的真正原因,同时也分析了进路侧帮的弹性模量等对人工假顶稳定性的影响,提出了提高人工假顶稳定性的一些措施。
3)  weak structure surface
软弱结构面
1.
The distortion process of the rock bedded slope with weak structure surface is analyzed by RFPA-slope limited element procedure.
使用RFPA边坡版有限元分析程序分析含软弱结构面的顺层岩质边坡的变形破坏情况。
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4)  weak structural plane
软弱结构面
1.
Research on effects of water content on shear creep behavior of weak structural plane of sandstone;
软弱结构面剪切蠕变特性与含水率关系研究
2.
Therefore,it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.
从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
3.
The direct shear test on the trapezoidal specimen by means of tri direction jack is introduced as a new method to study the shear strength of the weak structural plane in the rock mass.
介绍一种研究岩体软弱结构面抗剪强度的新的试验方法———梯形试体三向千斤顶直剪试验法。
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5)  weak structure plane
软弱结构面
1.
Soft-rock slope stability of mine controlled by weak structure plane;
受控于软弱结构面的矿山软岩边坡稳定性
2.
Research on form of concentration leakage access by numerical simulationin weak structure plane of dike bedrock
数值模拟研究堤坝基岩软弱结构面形成集中渗漏通道
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6)  fissure plane
软弱结构面
1.
The foundation of the gravity dam where the gentle sloping fissure planes arestrengthened by shear keys is studied in this paper.
采用弹塑性有限元法，对采用混凝土抗滑硐塞加固缓倾角软弱结构面时重力坝坝基的失稳破坏过程进行了计算分析，并进一步对其稳定准则和审查方法进行了研究。
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补充资料：板弱
1.呆板，不生动。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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