Research conclusions: Engineering practice shows the method of determining bridge foundation on high-steep slope in this paper is convenient and applicable.
研究结论：工程实践表明，用本文方法来确定高陡边坡桥基位置是方便的、适用的。
The disaster of rockfall has became one of research subject which is second only to slope stability, particularly in engineering of high and steep rock slope.
在边坡尤其是高陡岩质边坡工程中，崩塌落石灾害已经成为仅次于边坡稳定的研究课题之一。
The paper studies potential sliding surface of high rock slope using comprehensive analysis method integrated with an engineering case.
该文结合工程实例，综合分析研究了岩质高边坡的潜在滑动面。
The Lizigou long bridge is a dominant engineering of the Neijiang Kunming railway, and the stability of high and steep slope of No. 11 pier in the bridge is a misgiving problem.
内昆铁路李子沟大桥是全线控制性工程，其11号墩高陡边坡的整体稳定性系疑难问题。
There are all have the high rock slope in railroad, traffic, water conservancy, and mine etc. basic engineering construction region.
在铁路、交通、水利水电、矿山等基本建设工程领域，均存在大量高陡岩质边坡。
Unload and unloading zones of high rock slope are familiar phenomenon in southwest area of China, which influence stability of rock slope and other rock-engineering problem.
边坡卸荷及其卸荷带是西南地区高边坡一种常见的现象，对岩石边坡稳定性及其它岩石工程问题有重要的影响。
According to the engineering geology conditions, the stability of an expressways high-steep cutting slope is estimated and classified to an integral-sliding unstable slope.
根据边坡实况及所处工程地质环境，将某高速公路高陡路堑边坡评定为整体滑移型失稳边坡。
The viaduct No. II of Shikongshan in Zhangzhou—Longyan expressway is located at a high slope with a complicated engineering geological condition.
福建漳州—龙岩高速公路龙岩段石崆山II号高架桥经过工程地质条件复杂的岩质高边坡地段。
Reported here is a typical engineering case history. The high-slope dangerous rock at Dahuangya is treated with unloading by means of coyote blasting.
采取洞室爆破对大黄崖高边坡危岩体作卸载处理，是一个典型的工程爆破实例。
Based on the investigation and analysis on the engineering geological conditions, this paper puts forward the high slope consolidation measures such as pre stressed anchorage technology.
在对工程地质等具体情况进行分析的基础上，提出了厂后高边坡加固处理工程措施，其中主要措施是应用预应力锚固技术并取得了良好的效。
Based on the investigation and analysis on the engineering geological conditions, this paper puts forward the high slope consolidation measures such as pre stressed anchorage technology.
在对工程地质等具体情况进行分析的基础上，提出了厂后高边坡加固处理工程措施，其中主要措施是应用预应力锚固技术并取得了良好的效。
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