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A digital image -based technique was proposed to characterize and quantify the heterogeneity of rock, and it was implemented into RFPA code in order to simulate the complete failure process of rock under both the exter

本文提出了用数字图像处理技术表征岩石非均匀性的基本方法,并通过把该技术实施到岩石破裂过程分析程序RFPA中,来模拟非均匀岩石在外载荷和渗流耦合作用下发生破裂的整个过程。

The "extinctive line method" is suggested for surveying the strike-dip of structural planes. The concept of Rock-slope Spatial Information System based on remote sensing of ground photogrammetry, and the method of "layer calculation" for study of rock blocks and sliding planes are put forward.

提出了测量结构面产状的&灭线法&;提出了以量测摄影仪与普通相机相结合的地面摄影遥感为基础,建立岩坡空间信息系统的概念;提出了分析块体和滑面的&层运算&方法。

Finally, the mechanical parameters of the rock mass and the initial stress of filed the rock around the faultage F3 in diversion tunnel No.

最后,利用上述方法反演得到了2导流隧洞F3断层附近岩层的岩体力学参数和初始地应力场。

According to the Stress Wave Theory on explosive exploding propagating in the rock, it builds up mathematical model of fractural ranges in the rock, and carry out actual calculation and analysis on fractural range of bench shooting in deep-hole.

根据炸药爆炸在岩石中传播的应力波理论,建立岩石爆破破裂范围数学模型,并对深孔梯段爆破破裂范围进行了实行计算分析,计算结果为:混装乳化炸药岩石深孔梯段爆破侧向底部破裂范围为1.9m。

The erosin forms and characteristic of rock and soil show new characteristic, based on that of original geomorphy, discussion about erosion of rock and soil will be a new object, with important role to the balance of whole eco-system.

岩土侵蚀形式与特征在继承原地貌的基础上,出现新的特征,对它的进一步探讨是今后一个新的研究内容,对于整个生态系统平衡有着重要的意义。

The results showed, the intention of erosion of rock and soil has two sides: one is that object of erosion is mixture of rock and soil, that is, the micro-change of composition of soil surface is complexer; another is that the means and degree of erosion is different from original geomorphy.

结果表明,岩土侵蚀的内涵为:一是侵蚀的对象是岩土非均匀混合物,也就是说,地表组成物的微变化比较复杂;二是侵蚀的方式、程度与原地貌有明显的不同。

But at the present, because of chronic geomorphy disintegration, altitude and ascent of bank slope have been built down and palliated. Especial rock mass mechanics condition has not been existent, so all kinds of rock mass fracturing deformation was stopped to developing and steady.

但目前因长期的地貌剥蚀作用,坝肩岸坡的高度及坡度均已大为降低减缓,特殊的岩体力学条件已不复存在,岩体内部的各类张裂变形亦停止发展,处于破裂发展稳定阶段。

A calculation method for the ultimate tip resistance of rock socketed pile was conducted. The geostatic stress of soil and rock was considered as homogeneous load on the tip plane of the pile, and then the force of the pile tip was decomposed into some simple forces. According to the theory of slipping line, the most dangerous point on the tip plane of the pile was confirmed, and the stress of the point was obtained according to Mindlin solution.

为求出桩端极限承载力的表达式,本文将嵌岩段以上岩土层自重视为作用在基岩半平面上的均布荷载,把桩端合力分解为相对简单的荷载作用于基岩平面上,利用滑移线理论并通过叠加的方法分析出桩端基岩破坏时的最危险点。

The minerogenetic geotectonic background of typical copper deposits is proved according to the geotectonic evolution,genetic type of deposit, the genetic type of metallogenic mother rock and metallogenic epoch, and the results show: Gongpoquan volcanic rock type copper deposit formed in late eu-geosyncline phase, Gongpoquan porphyry copper deposit formed in orogenic phase, Baishantang copper deposit formed in geosynclinal phase.

综合考虑区域大地构造演化史、矿床成因类型、成矿母岩岩石类型及成岩成矿时代来论证北山地区典型铜矿床成矿大地构造背景,结果表明公婆泉铜矿区斑岩型铜矿形成于褶皱造山期、火山热液型铜矿形成于优地槽期,白山堂铜矿形成于地槽期。

For the general case of non-uniform in-situ stress resulting from geotectonic force, the stress condition of well bore rock fracture is analyzed with the rock strength taken into consideration.

本文从存在地质构造力而产生非均匀地应力场的一般情况出发,分析井壁岩石呈现破裂的应力条件,以及考虑岩层本身的强度性质提出了新的预测模式,并对模式中所包含的各项参数的确定方法进行了分析讨论。

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The labia have now been sutured together almost completely.The drains and the Foley catheter come out at the top.

此刻阴唇已经几乎完全的缝在一起了,排除多余淤血体液的管子和Foley导管从顶端冒出来。

To get the business done, I suggest we split the difference in price.

为了做成这笔生意,我建议我们在价格上大家各让一半。

After an hour and no pup, look for continued contractions and arching of the back with no pup as a sign of trouble.

一个小时后,并没有任何的PUP ,寻找继续收缩和拱的背面没有任何的PUP作为一个注册的麻烦。