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It is found that the soil-structure interaction has great influence on the behavior of energy dissipating structure.

分析表明,考虑土体-结构相互作用,对于消能减震结构体系的动力特性具有明显的影响。

Disaster of embanks often happen under flood and rainfalls. In order to analyze the influences of water level variation and rainfall on the distribution of seepage and embankment's stability, in this paper, the change of seepage field under the condition of different water level or rainfall is studied based on the saturated-unsaturated seepage theory. And the safety factor of embankment's stability is calculated based on the theory of unsatutated-soil shear stress to search for the action of various factors.

堤防岸坡在洪水及降雨的影响下常常发生险情,为了分析江水位变化和降雨条件下,非饱和土体中渗流场的变化情况及其对抗滑稳定性的影响,本文运用饱和—非饱和渗流理论对不同条件下渗流场变化进行模拟,并从非饱和土抗剪强度理论出发,对抗滑稳定性进行计算,探求各种因素对其的不同影响。

GE.Hubb root is from 0.20mm to 0.50mm, and 95% roots' diameter is thinner than 0.40mm. The total surface areas of roots is 10139.68cm2, and the surface areas of roots is about 2 to 3 times to soil surface areas in the surface layer. Enlacing and concretion to soil profile of eulaliopsis binata Retz.

蓑草根系平均直径0.20mm—0.50mm,95%的根系平均直径小于0.40mm,根系总表面积10139.68cm~2,在土壤表层根系表面积高达土体表面积的2-3倍,根系表面对土壤颗粒的巨大吸附作用是蓑草显著提高土壤抗侵蚀能力的另一个重要原因。

The strength of expansive soil in fissured area reduces obviously.

在裂缝开展区内的土体强度显著降低。

These virtual simple shear mechanisms play a key role in idealizing the soil behavior under the initially anisotropic consolidation condition.

虚拟单剪机构在模拟土体在初始偏压固结条件下的性状起到了非常重要的作用。

To prevent overstressing the soil of a true abutment, the beam seat is sized so the centerline of bearing is at least 3 feet behind the MSE wall face and the bearing pressure on the reinforced soil is no more than 4 kips per square foot.

为了防止加筋土桥肩土体应力超限,梁座的尺寸要适当,以使得承载中心线离 MSE 墙面后至少3英尺,加筋土所受的支承压力不超过4千磅每平方英尺。

For the caly, the destruction of soil is more irregular because of viscosity of among soil particles.

对于具有一定粘性的土,土体出现裂缝时,因为土颗粒之间存在粘性,裂缝面多不规则。

The horizontal displacement and penetration of the pipe, the distribution of pore water pressure and distribution of stress in the seabed, the lateral soil mounding are obtained.

流固土耦合的试验表明,渗流在管土系统中起着重要的作用,因此土体的本构关系又采用多孔弹性模型。

Thus, an effective analytic way is provided for the calculation of obligating width of soil slope shoulder beside diaphragm walls in top-down construction method.

文章为逆作法盆式开挖施工中地下连续墙边预留土体坡肩宽度提供了一种有效的计算分析方法。

The key problem of uplift piles in deep buried substructure compared to underground engineering with shallow bury depth is how to reflect the influence of deep excavation off-loading on the uplift piles' bearing characteristic and capacity....

与浅埋的地下工程相比,该深埋地下结构抗拔桩设计面临的特殊问题是如何反映如此大体量深层地下开挖卸荷对抗拔桩承载特性的影响,主要表现在:深埋地下结构抗拔桩地面试桩开挖段侧摩阻力的扣除;开挖卸荷后桩周土体围压减小对桩基承载力削弱的影响;开挖卸荷基底隆起对桩产生的预拉力。

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昨晚我没有看电视,因为电视机坏了。

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