滑坡及危岩(崩塌)防治工程措施选择与工程设置

滑坡和危岩（崩塌）治理工程措施较多，措施组合可变性大，每种工程措施都有其相应的应用条件，不宜性、适宜性和最佳配置组合。治理工程措施选择应充分考虑治理工程功能性的具体要求、在不同工况条件下的安全性及耐久性、工期要求和投资的经济性以及后期维护的要求、工程岩土体性质及其蓄水后的变化、场地条件、施工技术条件、地方材料资源等具体制约因素以及环境保护的要求。在三峡水库区二期地质灾害防治工程国家级验收总结的基础上，对滑坡与危岩（崩塌）常用防治工程措施（排水、削方减载、回填压脚、抗滑桩、重力式抗滑挡墙、预应力锚索、格构锚固、拦石墙等）的工程适用条件、工程设置及不宜性进行了详细的分析，并提出工程设置应考虑及注意的问题。     

苏南地区高速公路山体滑坡治理的工程实践

苏州绕城高速公路因山体滑坡造成路基、路面基层破坏。为保证公路的安全，通过对滑坡地质特性的勘察，设计采用以抗滑桩为主，以减载、排水、微型桩、反压填土等为辅的滑坡综合治理方案。经施工现场观测，滑体位移已渐止。滑坡综合治理，不但解决了施工中的安全问题，也确保了滑体的长期稳定。     

Experimental and discrete element numerical analysis of side slope instability induced by fissure water underlying impervious bed

1 Introduction The in situ observations and analysis on the landslide events indicate that water is one of the key factors which induce landslide of the mountain mass[1―8]. The mechanism offissure water inducing landslide can be generalized into three aspects: (1) the softening influence of water weakens the strength of materials on the slip surface[9―11]; (2) the cleft water pressure towards the slide slope free face increases sliding force[12―15]; (3) water pressure on the slip surface lo…     

Experimental study on pore pressure in rock-soil slope during reservoir water level fluctuation

1 Introduction The effect of seepage flow is a key problem in the investigation on the landslide fail- ure. Water in landslide comes mainly from the infiltration of rainwater and seepage flow of ground water. Rivers and reservoirs are the dominant sources of ground water in landslide. The infiltration of water will cause variations of the ground water level in landslides, which sometimes play a key role in the landslide stability. In particular, the fluctuation of water level varies remarkabl…     

Disaster Reduction Decision Support System Against Debris Flows and Landslides Along Highway in Mountainous Area

Highways in mountainous areas are easy to be damaged by such natural disasters as debris flows and landslides and disaster reduction decision support system (DRDSS) is one of the important means to mitigate these disasters. Guided by the theories and technologies of debris flow and landslide reduction and supported by geographical information system (GIS), remote sensing and database techniques, a DRDSS against debris flow and landslide along highways in mountainous areas has been established on the basis of such principles as pertinence, systematicness, effectiveness, easy to use, open and expandability. The system consists of database, disaster analysis models and decisions on reduction of debris flows and landslides, mainly functioning to zone disaster dangerous degree, analyze debris flow activity,simulate debris flow deposition and diffusion, analyze landslide stability, select optimal highway renovation scheme and plan disaster prevention and control ergineering. This system has been applied successfully to the debris flow and landslide treatment works along Palongzangbu Section of Sichuan-Tibet Highway.     

1976年香港秀茂坪人工填土边坡滑坡灾害评析

简要介绍了1976年香港秀茂坪人工填土工程在强降雨后所发生的滑坡灾害,香港土木工程署当时根据滑坡 后的调查和试验研究,探讨了滑坡的起因,并提出了整治措施,为香港地区其它人工填土边坡的设计和施工提供了 有益的启示,也为类似滑坡的治理提供了参考依据。     

川藏公路102滑坡群2#滑坡发育特征及稳定性分析

位于川藏公路的102滑坡群以2^#滑坡的规模最大，在上世纪50年代公路修建初期，该滑坡就有变形的迹象，1991年2^#滑坡整体滑动。该滑坡在强烈的自然营力作用下，对公路仍有潜在危害。本文介绍了该滑坡的发育特征，进行了稳定性分析计算，提出了综合治理的措施。     

滑坡治理中格构锚固结构的解析解分析

在分析格构锚固结构受力的基础上 ,将格构梁简化为受集中力作用的弹性地基上的梁 ,提出了格构锚固结构的力学模型 ,利用 Winkler弹性地基上梁的解析解对格构梁进行了内力和变形的分析 ,发现格构梁的受力状况受弹性特征λ、梁格间距 ls以及悬臂长度影响 ;建议梁长 l与λ宜满足 lλ≥ 2π;采用较小间距的格构梁以及小吨位锚索 ,间距宜满足 lsλ<π/ 2 ,悬臂长度取 (0 .3～ 0 .5 ) ls,并将分析结论应用于三峡库区巴东太矶头东滑坡治理工程的设计中     

滑坡体稳定性评价的三维极限平衡方法及应用

针对大多滑坡体滑裂面的三维特征，将滑坡体离散为多条柱体，从分析作用干滑裂面上的力的静力平衡入手，通过引入一定的假定，分析作用在条柱上的作用和力矩平衡条件，应用Newton-Lapson方法可以方便地求出滑坡的稳定系数真值下限解。便于与三维极限分析的上限解一起，确定滑坡安全系数的范围。应用三维极限平衡分析方法对小湾水电站坝前堆积体在坡角开挖条件下的稳定性进行了分析，得出该堆积体的稳定程度。     

论滑坡分类

在广泛查阅和总结国内外滑坡分类基础上 ,以滑坡监测预报与防治为目的 ,遵从滑坡活动各要素的地位与作用 ,根据分类体系的完备性需要 ,理清了已有各种滑坡分类的性质及其彼此间的关系 ,并对之进行了科学归纳、取舍和补充 ,建立了具有层次系统性的综合性滑坡分类体系。为建立滑坡监测预报地质模型体系奠定了基础 ,并有助于对滑坡活动的全面研究。