大连市中山区小龙街滑坡治理工程

大连小龙街边坡原始地貌陡峭，高差45.28m，由于上覆残积土及后期在建筑施工中堆积了大量的杂填土，在地表水与地下水浸泡作用下，土体失稳，产生类似泥石流性质的滑坡，毁坏原山坡走梯及下部挡墙，造成人员、住宅及财产损失。本文在大连小龙街滑坡治理工程设计时，重点考虑了滑坡的发生机理、治理工程场地施工条件、建筑美学及原有下水管线、走梯等修复工作，采用土石方清理，滑坡前缘一、二级锚拉钢筋混凝土板墙，滑坡中部花坛及走梯，滑坡后缘一、二级钢筋混凝土柱板墙，排水工程和绿化工程六部分进行施工，效果较好。可供相似城区地质灾害治理工程参考。     

A GIS-BASED GLACIER INVENTORY FOR THE ANTARCTIC PENINSULA AND THE SOUTH SHETLAND ISLANDS——A FIRST CASE STUDY ON KING GEORGE ISLAND

1　ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅＷｏｒｋｉｎｇＧｒｏｕｐｏｎＧｅｏｄｅｓｙａｎｄＧｅｏｇｒａｐｈｉｃＩｎｆｏｒｍａｔｉｏｎ (ＷＧ＿ＧＧＩ)ｏｆｔｈｅＳｃｉｅｎｔｉｆｉｃＣｏｍｍｉｔ ｔｅｅｏｎＡｎｔａｒｃｔｉｃＲｅｓｅａｒｃｈ (ＳＣＡＲ )ｌａｕｎｃｈｅｄｔｈｅｐｒｏｊｅｃｔＫｉｎｇＧｅｏｒｇｅＩｓｌａｎｄＧＩＳ (ＫＧＩＳ) .Ｉｎｏｒｄｅｒｔｏｐｒｏｖｉｄｅａｎｏｐｅｒａｔｉｏｎａｌｓｙｓｔｅｍ ,ａｄａｔａｍｏｄｅｌ,ｄａｔａａｃｃｕｒａｃｙｓｔａｎｄａｒｄｓａｎｄａｄａｔａｉｎｖｅｎｔｏｒｙｈａｖ…     

滑坡危险度区划研究述评

滑坡危险度区划是滑坡研究发展到一定深度所提出的新课题。到目前为止，我国既无统一的滑坡危险度评价理论体系，也无统一的滑坡危险度区划制图方法。因此，该项工作异常薄弱，这是造成预防不及时，措施不力，从而导致广泛、严重滑坡灾害的原因之一。滑坡危险度区划的主要目的是：①建立标准化评价体系；②滑坡信息库；③评价区域滑坡的危险性；④提供标准化危险度区划图件；⑤减灾防灾的决策依据。文章对此问题的研究动态评述基础上。提出了危险度区划的内涵和研究目标。     

大型水平顺层滑坡形成机制数值模拟方法——以重庆钢铁公司古滑坡为例

采用数值模拟方法，以：重庆钢铁公司古滑坡为例，提出了大型水平顺层滑坡形成机制数值研究的思路，定量地再现了滑坡从夷平面一斜坡形成一滑坡产生的全过程，并利用不同模拟组合方案分析了作者首次引入的膨胀力以及水压力、地震力等等因素对滑坡形成的作用，分析出该大型水平顺层滑坡的形成机制为牵引-平推式滑坡。     

陕西翠华山山崩其环境效应

陕西翠华山山崩主要由水湫池（天池）山崩体、甘湫池山崩体及大坪山崩体三部分组成，其中水湫池（天池）山崩体开发及研究较为成熟，是吸引游客的黄金地段，翠华山山崩的形成主要由内因素及外因因素所控制，其中内力因素包括翠华山花岗岩体背景因素和节理面理、断裂面理及变质地层面理等因素、外力因素包括陕西关中地震及暴雨等因素。翠华山山崩首次发现由三期山崩体组成，不同期次山崩有各自特色旅游环境，反映了出山崩自然现象亦有造福人类的积极方面。     

Numerical simulation of the 1992 Flores tsunami: Interpretation of tsunami phenomena in northeastern Flores Island and damage at Babi Island

Numerical analysis of the 1992 Flores Island, Indonesia earthquake tsunami is carried out with the composite fault model consisting of two different slip values. Computed results show good agreement with the measured runup heights in the northeastern part of Flores Island, except for those in the southern shore of Hading Bay and at Riangkroko. The landslides in the southern part of Hading Bay could generate local tsunamis of more than 10 m. The circular-arc slip model proposed in this study for wave generation due to landslides shows better results than the subsidence model, It is, however, difficult to reproduce the tsunami runup height of 26.2 m at Riangkroko, which was extraordinarily high compared to other places. The wave propagation process on a sea bottom with a steep slope, as well as landslides, may be the cause of the amplification of tsunami at Riangkroko. The simulation model demonstrates that the reflected wave along the northeastern shore of Flores Island, accompanying a high hydraulic pressure, could be the main cause of severe damage in the southern coast of Babi Island.     

堆积层滑坡临滑预报的新判据

研究表明，仅用速率大小作为滑坡的临滑判剧是不充分的。笔者在分析新滩堆积层滑坡位移矢量角动态特征的基础上，提出了堆积层滑坡临滑预报的新判据。     

滑坡灾害系统非线性动力学研究

从非线性动力学的观点出发、以滑坡的时间序列数据为基础，研究了滑坡灾害系统的动力学特征：相空间特征及其吸引子。建立了滑坡灾害系统的非线性动力学模型。通过对这一典型滑坡事例－新滩滑坡的预测表明：在一定时间尺度内，其趋势预监测情况吻合良好。最后的Ａ．Ｎ．Ｋｏｌｍｏｇｏｒｏｖ熵分析给出了新滩滑坡确定性预测的时间尺度为１．８年。     

Landslide hazard of slopes of sewage treatment plant lagoons constructed in colluvium deposits

A landslide occurred in colluvial deposits at one of the lagoons of Wadi Es-Sir Sewage Treatment Plant Project (under construction) in Jordan. This paper summarizes the geotechnical investigations conducted at three lagoon sites in the project area including the failed lagoon. Results of stability analyses are presented along with recommendations to stabilize the slided lagoon and surrounding areas.     

Vegetation Restoration Monitoring in Yingxiu Landslide Area after the 2008 Wenchuan Earthquake

A total of more than 50 000 landslides has occurred in Sichuan province since the "5·12" Wenchuan earthquake,resulting in serious damage to the surface vegetation in southwestern China.In this study,we select Yingxiu,the epicenter of Wenchuan earthquake,as the experimental area.The vegetation coverage information of the experimental area is extracted from the remote sensing images collected in the year of2005,2011 and 2013,respectively.The surface vegetation coverage in different periods is analyzed,and the vegetation recovery rate of the whole area is calculated.The experimental results show that in the first three years after the earthquake,the speed of vegetation restoration is slow,and the vegetation coverage rate is less than 20%better than 0.241,while in 2013,the vegetation coverage increases significantly.