广—邻高速公路K24工程边坡失稳的机理分析

Abstract
Figure/Table
References (6)
Related Citation (15)

Download: PDF (685 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Based on the geological conditions of engineering slope K24 of Guang-Lin express way，the slope sliding process and landslide form are described. According to the cause and mechanism of landslide，the rational treatment plan is proposed. It is summarized that pre-treatment and synchronous treatment are more advantageous than post-treatment for slope instability.

Key words： slope instability cause mechanism treatment plan

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2002/V21/I11/1691

1 王庚荪. 边坡的渐进破坏及稳定分析[J]. 岩石力学与工程学报，2000，19(1)：29～33

2 秦四清. 斜坡失稳的突变模型与混沌机制[J]. 岩石力学与工程学报，2000，19(4)：486～492

3 陈志坚，卓家寿，刘世君. 干扰位移法及层状岩质边坡滑动边界的确定[J]. 岩石力学与工程学报，2000，19(5)：630～633

4 梅其岳. 天荒坪开关站滑坡的形成条件和滑动机理[J]. 岩石力学与工程学报，2001，20(1)：25～28

5 罗先启，姜清辉，葛修润等. 黄腊石滑坡群石榴树包滑坡稳定性的研究[J]. 岩石力学与工程学报，2001，20(1)：29～33

6 黎剑华，颜荣贵，陈寿如等. 高等级公路缓斜陡节理边坡的复合破坏机制与治理对策[J]. 岩石力学与工程学报，2001，20(3)：415～418

[1]	DU Shuaiqun1，ZHAN Zhenggang1，LI Yang2，ZHENG Xueyu1，ZHU Huanchun2，YUAN Yukun2. Analysis on the formation mechanism and stability of the RS accumulation body[J]. , 2025, 44(S1): 21-30.