Усманов С.Ф. – канд. техн. наук, доцент
ИСПОЛЬЗОВАНИЕ ПРОГРАММНОГО КОМПЛЕКСА “STRESS” ДЛЯ ОЦЕНКИ УСТОЙЧИВОСТИ БОРТОВ КАРЬЕРОВ
The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.
Түйүндүү сөздөр орус тилинде:The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.
ИСПОЛЬЗОВАНИЕ ПРОГРАММНОГО КОМПЛЕКСА “STRESS” ДЛЯ ОЦЕНКИ УСТОЙЧИВОСТИ БОРТОВ КАРЬЕРОВ
The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.
Түйүндүү сөздөр кыргыз тилинде:The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.
ИСПОЛЬЗОВАНИЕ ПРОГРАММНОГО КОМПЛЕКСА “STRESS” ДЛЯ ОЦЕНКИ УСТОЙЧИВОСТИ БОРТОВ КАРЬЕРОВ
The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.
Түйүндүү сөздөр англис тилинде:The description of the program complex Stress designed by KRSU is given in the article. Its structure is described. The method of failure surfaces making and estimations of pit walls stability by the numerical modeling is expounded. The result of the numerical modeling of the Kumtor’s open pit slope is presented.