Poor loading condition will severely limit the supporting capacity of the supports in soft strata.

受力条件恶化严重抑制着软岩巷道支架支撑能力的发挥.

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A new non - linear constitutive model for normal consolidation soil under static loading condition is presented.

提出了一种新的、适用于正常固结土在静荷作用下的应力矢量型非线性本构模型.

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Unlike loading condition of secondary stress which cause distortion , peak stresses cause no significant distortion.

与引起二次应力的载荷不同, 峰值应力对管道来说产生的破坏性不重要.

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