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METHOD FOR DETERMINING THE VALUE AND DIRECTION OF DEFORMATION OF THE OUTER COMPONENT OF THE FROST BLISTER OF PERMAFROST

机译:确定永冻土冻胀水泡外层成分的值和变形方向的方法

摘要

FIELD: monitoring systems.;SUBSTANCE: invention relates to geodetic spatial monitoring of engineering structures and natural objects and can be used both for observation of sediments and deformations of engineering structures, and natural objects (hillocks, dips, hills, slopes, landslides, etc.). Claimed method for determination of value and direction of deformation of external component of frost blister of permafrost, including creation of plan-altitude justification, fixation of points along perimeter of frost blister, performance of geodetic measurements. According to the invention, the above points along the perimeter of the frost blister are arranged and rigidly fixed on the sides of the light north, west, south, east, drilling of the wells located on the top of the frost blister, the sole of the frost blister. Fixed boundary points are used to define an approximate boundary of an underground constituent of a heaving mound; drilling is performed until determining accurate boundaries of the underground component of the frost blister. Determining coordinates of X, Y, Z of all fixed points and drilled wells is performed by lowering the thermoset to drilled wells and performing temperature measurement. Obtained digital information is transmitted to a computer program, and a digital hummock model is constructed. B same program, the model of an external contour of the frost blister is combined with a model based on the results of previous measurements of the outer outline of the frost blister of permafrost. In automatic mode, value of deformation and direction of external component of frost blister of permafrost is determined.;EFFECT: high accuracy and reliability of determining the value and direction of deformations of the outer component of frost blister of permafrost.;1 cl, 4 dwg
机译:技术领域本发明涉及对工程结构和自然物体的大地空间监视,并且可以用于观察工程结构的沉积物和变形以及自然物体(丘岗,倾角,丘陵,斜坡,滑坡等) )。确定永久冻土霜泡外部成分的值和变形方向的要求保护的方法,包括创建平面高度对正,沿着霜泡周边固定点,进行大地测量。根据本发明,沿着霜泡的周长的上述点被布置并牢固地固定在位于霜泡的顶部的孔北,西,南,东的光的侧面上,该孔位于霜泡的底部。霜水泡。固定边界点用于定义隆起土墩的地下部分的近似边界;进行钻孔直到确定霜泡的地下部分的准确边界为止。确定所有固定点和钻井的X,Y,Z坐标是通过将热固性材料降低到钻井并进行温度测量来进行的。将获得的数字信息传输到计算机程序,并构建数字吊床模型。在相同的程序中,将霜冻水泡外部轮廓的模型与基于永久冻土霜冻水泡外部轮廓的先前测量结果的模型组合。在自动模式下,确定永久冻土的霜泡的外部分量的变形值和方向。效果:确定永久冻土的霜泡的外部分量的变形值和方向的高精度和可靠性。1cl,4 dwg

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