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- W2363165109 abstract "Many artificial rock slopes come into being in constructing large water conservancy facilities.It is an important issue to engineering practice that we make engineering treatment plan according to the feature of the high slope.The high cutting slope of Xiakou wharf is at the joint side of hard and soft rock,whose physiographic form is different.Crannies in the slope may grow up.The structure of the slope is bedded and cataclastic,and the stability of the slope is under the control of its bedding.In the early stage of the artificial rock slope coming into being,different scales of the slip failure often take place.Based on engineering geological investigation,the underlying assumption of small deformation and finite element analysis theory,the stability coefficient of the high cutting slope was typically analyzed;the underlying sliding surface was determined;the potential sliding body for the engineering geological body was dissected;push power curve for the potential sliding surface was made;the thought of anchoring and patand was brought forward to make decision of the the control and treatment of an artificial rock slope failure." @default.
- W2363165109 created "2016-06-24" @default.
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- W2363165109 date "2011-01-01" @default.
- W2363165109 modified "2023-09-23" @default.
- W2363165109 title "Application study on anchoring in stability of high cutting slope" @default.
- W2363165109 hasPublicationYear "2011" @default.
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