rock high slope

基本解釋

Most of high rock slope are excavated by blasting.
爆破是目前巖石邊坡開(kāi)挖的主要方法。
In this paper, by using the finite element method and the geomechanics model tests, the writer has studied the mechanism of failure of stratified rock of high slope excavated at the root.
本文采用有限元法和地質(zhì)力學(xué)模型試驗(yàn)相結(jié)合的方法，研究了層狀巖體高邊坡坡腳基坑開(kāi)挖時(shí)的破壞機(jī)理、整體抗滑穩(wěn)定性和預(yù)應(yīng)力錨固方式。
Some stabilizing structures must be set before cutting a bedding high rock slope, and how to determinate the range of disturbed zone becomes the key problem.
開(kāi)挖順層巖石高邊坡，往往需要進(jìn)行預(yù)加固，因而合理確定坡體開(kāi)挖松動(dòng)區(qū)范圍就便成為核心問(wèn)題。

巖石高邊坡
Reinforcement slope stability evaluation combine with monitoring results of slope displacement. It that is an advanced technology, safe reliable, economy and proper support formation is supplied to the mine rock high slope reinforcement by research finding in this paper.
論文研究成果為礦山巖石高邊坡加固提供了技術(shù)先進(jìn)、安全可靠、經(jīng)濟(jì)合理的支護(hù)形式。