共查询到20条相似文献，搜索用时 46 毫秒
1.
Shuichi Hasegawa Ranjan Kumar Dahal Minoru Yamanaka Netra Prakash Bhandary Ryuichi Yatabe Hideki Inagaki 《Environmental Geology》2009,57(6):1423-1434
Geologically and tectonically active Himalayan Range is characterized by highly elevated mountains and deep river valleys.
Because of steep mountain slopes, and dynamic geological conditions, large-scale landslides are very common in Lesser and
Higher Himalayan zones of Nepal Himalaya. Slopes along the major highways of central Nepal namely Prithvi Highway, Narayangadh-Mugling
Road and Tribhuvan Highway are considered in this study of large-scale landslides. Geologically, the highways in consideration
pass through crushed and jointed Kathmandu Nappe affected by numerous faults and folds. The relict large-scale landslides
have been contributing to debris flows and slides along the highways. Most of the slope failures are mainly bechanced in geological
formations consisting phyllite, schist and gneiss. Laboratory test on the soil samples collected from the failure zones and
field investigation suggested significant hydrothermal alteration in the area. The substantial hydrothermal alteration in
the Lesser Himalaya during advancement of the Main Central Thrust (MCT) and thereby clay mineralization in sliding zones of
large-scale landslide are the main causes of large-scale landslides in the highways of central Nepal. This research also suggests
that large-scale landslides are the major cause of slope failure during monsoon in the Lesser Himalaya of Nepal. Similarly,
hydrothermal alteration is also significant in failure zone of the large-scale landslides. For the sustainable road maintenance
in Nepal, it is of utmost importance to study the nature of sliding zones of large-scale landslides along the highways and
their role to cause debris flows and slides during monsoon period. 相似文献
2.
Cost assessment of losses due to recent reactivation of Kaliasaur landslide on National Highway 58 in Garhwal Himalaya 总被引：1，自引：0，他引：1
National Highway (NH) 58 is one of the important and the major lifelines, which connects Uttarakhand state with rest of the country and linked with its socioeconomic progress. Uttarakhand, being one of the major tourist and pilgrimage hubs of the country, highways are preferred to be consistently maintained and trafficable. However, due to frequent landslide occurrences, particularly during monsoon months (July to September), the highway is poorly maintained. There are hundreds of landslides along the NH 58 starting from Rishikesh (the foot of the Garhwal Himalaya) to Badrinath, the holy shrine of India covering a distance of 320 km. Many landslides are historic, 4–5 decades old and recurring every year during monsoon. Kaliasaur landslide (147 km), Pakhi landslide (250 km), Tangni landslide (254 km), Patalganga landslide (256 km), and Lambagarh landslide (302 km) are a few among the critical ones. Kaliasaur landslide that is one of the most critical landslides recurring for over 9 decades at 147 km on National Highway 58 (from Haridwar) has been selected for the study. It has reportedly occurred first time in 1920 and since then recurring at regular intervals, causing huge socioeconomic losses involving both direct and indirect costs. Previous records of any attempt to estimate the direct (rehabilitation cost, cost on prevention and control) or indirect cost (expenses due to detouring, cost of productive time loss, loss of tourism, and loss in business) have not been found. As a result, the accurate economical impact of landslide on society is very roughly estimated. Even if the estimates of indirect losses are roughly estimated, added with some direct losses will provide the basis for developing the right strategies for proper mitigation and management of landslides. In this paper, an effort is made, first time, to examine the effects of Kaliasaur landslide on socioeconomics of the region. Since the direct losses on property damaged could not be estimated due to lack of recorded documentation, this study mainly focuses on the indirect losses on detouring during the damage/blockage of the highway and some significant direct losses such as restoration work, loss of lives, and damage of vehicles. 相似文献
3.
随着西部大开发的进行，将有更多的山区高等级公路有待建设。公路滑坡问题已经成为影响公路工程质量、建设时间和安全程度的关键因素。即将遇到的公路滑坡和已经治理完成的公路滑坡在发育机制、滑动模式及治理方式上有许多十分相似之处，若对每个滑坡都进行分析，研究制定其治理方法，就需投入大量的人力和财力。针对影响山区公路滑坡治理方案的决策因素的随机性和未知性，提出基于范例推理的山区公路滑坡治理方案决策模型，对模型的推理机制、山区公路滑坡范例库的建立和目标范例与源范例的相似度计算等问题进行了讨论。通过实例分析表明，模型是有效的。 相似文献
4.
Investigations and assessment of the landslide hazards of Fengdu county in the reservoir region of the Three Gorges project on the Yangtze River 总被引：12，自引：0，他引：12
The spatial database of landslides in Fengdu County of the reservoir region of the Three Gorges project (TGP) on the Yangtze River was compiled from a variety of different sources including field investigations on landslides, existing catalogues and archives on landslides, reports of meteorological events and human engineering activities that triggered slope failures. The major factors that are found to have affected the slope stabilities are outlined, and an assessment and zonation of landslide hazards of the region is made using an integrated information model, which is divided into destructive, disastrous, likely disastrous and essentially non-disastrous areas from the assessment of landslide hazards. The destructive and disastrous areas are respectively 1.9 and 13.8% of the total region, mostly being nearby townships, highways along the south bank of the Yangtze River and residential quarters along two flanks of the Yangtze River and its distributaries, that will impose direct impact to highway transportation and residential lives, and may effect to some degree the navigation of the Yangtze River, reservoir banks, and building of cities and towns. 相似文献
5.
On May 21, 2021, at 21:48, the Ms6.4 Yangbi earthquake struck Dali prefecture, Yunnan province, China; the maximum PGA reached 714.78 gal, causing 37 casualties and infrastructures damage. A field investigation demonstrated that seismic landslides were concentrated along the G56 Hangrui and Dayangyun highways, classified as local rock falls and shear slides. The shear slides were more severe than the local rock falls and were located along the Dayangyun highway, which was still under construction when the earthquake occurred, severely impacting following engineering activities. Typical shear slides caused by the earthquake were selected for detailed investigations; electrical resistivity topography (ERT) was conducted to study the failure mechanism. The ERT results indicated that the sliding surface was located at the interface between the overburden layer and the underlying rock stratum. The slope failures along the Dayangyun highway were characterized by several tensile cracks on the rear edge, a relatively short displacement, and an accumulation at the toe of the excavated slope where reinforcement measures had not yet been completed. The combined effect of engineering activities and a geological structure provided favorable conditions for slope failure. In addition, seismic motion triggered the landslides; however, engineering activity was a specific and significant factor contributing to the shear slides during the Yangbi earthquake. Excavation and incomplete construction reduced the stability of the overburden soil layer. Although the scale of the seismic landslides in the Yangbi earthquake was generally small, the coming rainy season after the earthquake may contribute for sliding again.
相似文献6.
7.
8.
位于中国和尼泊尔边境的西藏樟木口岸是国家一类陆路通商口岸,也是西藏最大的边贸中心口岸。2015年尼泊尔大地震之后,西藏樟木口岸因多次发生滑坡灾害,而导致口岸关闭。为了调查樟木口岸区域滑坡灾害的分布和变形情况及更好的服务于区域减灾防灾,利用InSAR技术对覆盖该区域的Sentinel-1A和ALOS-2两种卫星影像数据进行了处理,并通过分析视线向年均形变速率图,圈定了17处疑似滑坡,并对其中的5处典型滑坡进行时间序列形变特征分析,监测识别出的滑坡基本沿318国道所在一侧的波曲河左岸分布。InSAR调查结果表明受地震影响樟木地区的滑坡多分布在沿波曲河左岸的陡峭山体上,中尼公路迪斯岗至友谊桥段的古滑坡出现了局部复活的现象,同时樟木镇居民所在的城区也发育有扎美拉山危岩体崩塌滑坡灾害。 相似文献
9.
Hsin-Chi Li Tingyeh Wu Hsiao-Ping Wei Hung-Ju Shih Yi-Chiung Chao 《Natural Hazards》2017,86(3):1039-1058
This study examined the Kaoping River basin, Taiwan, an area severely destroyed by Typhoon Morakot in 2009. Dynamically downscaled data were applied to simulate extreme typhoon precipitation events for facilitating future preparation efforts (2075–2099) under climate change conditions. Models were used to simulate possible impacts in upstream and downstream areas for basinwide disaster loss assessment purposes. The Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability and FLO-2D models were applied to simulate slope-land disaster impacts and sediment volume in the upstream area. The sediment delivery ratio was used to calculate the valid sediment amount delivered downstream and the riverbed uplift altitude. SOBEK was used to build a flood impact model for the Kaoping River basin, and the model was used to simulate potential flooding caused by future extreme typhoon events. The Taiwan Typhoon Loss Assessment System established by the National Science and Technology Center for Disaster Reduction was used to evaluate the potential loss associated with extreme events. The property loss calculation included 32 land-use categories, including agriculture, forestry, fishery, and animal husbandry losses; industrial and commercial service losses; public building losses; and traffic and hydraulic facility losses. One of the Kaoping River basin townships, Daliao District, had the highest flood depth increase ratio (12.6%), and the losses were 1.5 times the original situation. This was much worse than were the losses suffered during Typhoon Morakot. These results also show that sediment delivered from the upstream areas had a significant influence on the downstream areas. This is a critical issue for future flood mitigation under climate change conditions. 相似文献
10.
A classification system for the assessment of slope stability of terrains along highway routes in Jordan 总被引：2，自引：0，他引：2
The establishment of comprehensive development plans, in general, and the proper selection of highway routes, in particular,
require an assessment of landslides or instability hazards in the project sites. The frequent landslides that occurred along
the routes of major highways in Jordan, and particularly along the Amman-Na'ur-Dead Sea highway and Irbid-Jerash-Amman highway,
have substantially increased the cost of construction and caused a considerable delay in the completion of work. The study
of many landslides that occurred in the last 25 years along the highway routes and in the sites of some major civil engineering
projects in Jordan has led to the recognition of major factors that affect the stability of slopes, and thus the safety and
economics of these projects. The geological formation, structural features, topographic characteristics, geometry, and climatic
conditions were adopted as the basis for the classification of terrains in terms of their stability. Each factor has been
assigned a rating to indicate its relative contribution to the overall stability according to engineering judgment and past
experience. The areas have been classified into 5 groups according to their total stability rate. The simplicity, comprehensiveness,
and accuracy are the main characteristics of the proposed classification. Its significance stems from its helpfulness as a
guide to the geotechnical and highway engineers in assessing the overall stability of the alternative routes of proposed highway
projects.
Received: 3 December 1996 · Accepted: 29 April 1997 相似文献
11.
Analysis and remedies of landslides of cut slopes due to the presence of weak cohesive layers within stronger formations 总被引：4，自引：0，他引：4
Several cases of instability of cut slopes along major highways in Jordan were reviewed in this study, in some detail. Emphasis
was placed on the Amman-Irbid highway, but some cases along the Na'ur-Dead Sea highway were also reviewed, with the aim of
establishing a wider database of case-studies and examining all possible mechanisms and factors influencing stability. The
study showed that major cut slope failures were caused by the presence of weak cohesive layers (mainly clayey marl) interbedded
within mostly stronger formations, in addition to the steep cutting angles and unfavorable dip of strata combined with relatively
high piezometric surface brought about by poor surface and subsurface drainage. No remedies were implemented to stabilize
major cut slope failures (at km 39+200, 44+300, and 56+400) along the Irbid-Jerash-Amman highway. The three major cut slope
failures require extensive remedial work and probably advanced geotechnology, which is expected to be expensive. To investigate
the influence of various parameters on slope stability, several analyses were performed in addition to back analyses to determine
shear strength parameters; parametric sensitivity studies were also performed on some cases. Data was obtained from previous
investigations by local and international firms and were screened and modified where needed before being used in stability
analyses. Considerable difference between back analysis and test result values for shear strength parameters were observed
in many cases. Failure surfaces and mechanisms were accurately depicted in most cases, allowing back analyses to be performed
with considerable confidence. The effective residual shear strength parameters for clayey marl needed for stability analysis
were found to be: c
r
′=5–18 kPa, and φ
r
′=13°–18°. The relation between total annual rainfall and occurrence of landslides was investigated; it was shown that all
landslides occurred in years of very high rainfall, with values always exceeding 400 mm. The probability of exceeding the
average total annual rainfall was found to be approximately 0.42 for the three gauging stations considered.
Received: 28 October 1996 · Accepted: 23 September 1997 相似文献
12.
Kripamoy Sarkar Ashok Kumar Singh Anurag Niyogi Prasanta Kumar Behera A. K. Verma T. N. Singh 《Journal of the Geological Society of India》2016,88(3):387-393
The present paper demonstrates the assessment of slope stability analysis between Rampur to Jhakri road section along National Highway (NH-22), Himachal Pradesh, India. The different types of slope failures have affected most part of slopes which causes considerable loss of life and property, inconveniences such as disruption of traffic along highways. The poorly designed rock slopes for road widening or construction purposes may weaken the stability of the slopes. A detail field investigation has been carried out to collect the representative rock samples for determination of physico-mechanical properties of rock and joint data for kinematic analysis. The rocks exposed in the area are highly jointed quartzite and quartz-mica schist of Rampur-Larji Group of Palaeoproterozoic age. The continuous slope mass rating (CSMR) technique has been applied for the assessment of slope stability analysis at five vulnerable locations and the results shows slopes are partially stable to unstable. Kinematic analysis mainly shows wedge type of failure along with few toppling and planar failures. The existing slope required immediate treatment to prevent the failure for its long term stability. 相似文献
13.
Xifei Huang Xinhao Wang Jingjing Pei Ming Xu Xiaowu Huang Yun Luo 《Natural Hazards》2018,93(3):1181-1202
As the industrialization process accelerates in developing countries, road accidents involving hazardous materials are increasing, and the threat associated with these accidents to areas along the highway cannot be ignored. The main objective of this paper is to contribute information regarding risk quantification, risk prevention, and control by government managers in areas along the highways. Thus, the risk assessment of the area along the highway (RAAH) method was established and applied as a regional risk prevention policy. Considering that the damage caused by accidents can vary substantially between different surroundings, the RAAH method was used as an integrated function comprising of accident frequency, intensity and vulnerability along the route, and the vulnerability system reflected the characteristics of the social and environmental factors in the study area. Then, in this study, we implemented this assessment model in geographic information system and applied it to a typical section of the Beijing–Tibet Highway in Beijing, China, to demonstrate its functionality and utility. A risk map was successfully obtained, and it showed that this method not only effectively reveals the neglected high-risk units but also can be used to provide technical support to the regional government to identify the blind spots and strengthen their risk management. 相似文献
14.
In hilly areas, highway projects can be a cause of landslides as well as an element of vulnerability due to landslides. Hence, landslide susceptibility mapping of highway corridors can substantially mitigate loss of life and property. For this, a Landslide Susceptibility Assessment Model (LSAM) was developed for a corridor of 27 km along NH 10 in the East Sikkim. Landslide inducing factors viz. Aspect, Distance from Fault, Distance from Road, Drainage Density, Land use and Land cover, Lithology, Plan Curvature, Rainfall, Slope, Soil Depth, and Soil Texture were considered for the study. Results show that areas in proximity to the highway and areas with steeper slope had a higher landslide susceptibility than otherwise. Spatial explicit sensitivity analysis indicated that LSAM was sensitive to distance from the highway and slope. Vehicle vulnerability assessment of base year and horizon years showed that vulnerability increased through time. LSAM is appropriate for hazard mitigation for areas with poor historical data on landslides. 相似文献
15.
都江堰-汶川公路汶川地震次生地质灾害主要特征和形成机理 总被引：4，自引：3，他引：1
汶川特大地震发生后, 都江堰至汶川公路两旁次生地质灾害尤为严重, 先后多次完全中断震中交通生命线, 严重地影响了公路的安全运行和灾后重建。通过对汶川地震前后都江堰-汶川公路边坡现场调查资料对比分析, 研究了该地段边坡的主要次生地质灾害类型及其破坏模式、形成机制和时空分布特点。破坏类型主要为碎屑流式、碎裂滑移式崩塌和碎裂-俯冲式、振荡-高速滑移式泥石流等, 造成沿线边坡发生大面积浅表生改造破坏。此类灾害具有丛集性、相关性、分段性的明显特点。成因复杂的高陡岩土体是次生地质灾害的主要物质基础;强烈的场地地震效应和内外动力耦合作用是该地区地质灾害成生的主要因素。 相似文献
16.
为减少公路工程建设项目和地质灾害之间的相互影响,工程建设之前必须对工程建设用地存在的地质灾害进行评估。结合国道317线汶川至马尔康段公路改建工程的特点,对工程遭受或工程建设可能诱发加剧的滑坡和崩塌灾害发生的可能性作了分析,并提出相应的防治对策,为拟改建的公路建设提供指导性建议。 相似文献
17.
Yanjun Shang Chang-Uk Hyun Hyeong-Dong Park Zhifa Yang Guangxiang Yuan 《Environmental Earth Sciences》2017,76(1):47
The evolution of large-scale landslides should be studied because, over long periods of time, primary remediation measures may suffer reduced efficiency or have to be adjusted many times. The 102 Landslide in southeast Tibet, which originally formed in 1991 with a volume of 5.1 million m3 and still exhibits post-failure activity, provides a distinctive case study. The landslide evolved from earthquake destruction and unloading, rainfall-triggered sliding, and debris flow to sands sliding slopes. The NE ringed scarp receded by 38.96 m during a five-year period (2003–2008). The total recession was 160 m with a total area of 2500 m2 during a 17-year period (1991–2008). Although several types of remediation measures were applied and were temporarily effective, the normal function of the Sichuan–Tibet Highway was affected by landslide reactivation from time to time. Actual effects of the engineering measures such as retaining walls, prestressed anchor cables, and drainage ditches confirm that hasty governance of this type of large-scale landslide is generally unfeasible over long time periods. Finally, an approach involving a tunnel running backward from the front face has been adopted as a permanent solution to large-scale moraine slope failures: This engineering practice has been in progress since April 2012. This paper describes the evolution of the 102 Landslide, the engineering interventions to mitigate the effects of the landslide on the Sichuan–Tibet Highway, and the choice of tunneling as a final mitigation measure. The present study concludes that approaches that allow escape from developing geo-hazards should always be the initial choice. 相似文献
18.
Expected damage from displacement of slow-moving slides 总被引：10，自引：7，他引：3
Facilities such as buildings, highways, railways, bridges, dams and pipelines often are built on natural slopes where the
risk of landslides is not low. The vulnerability of these facilities to slow-moving slides has sometimes been underestimated,
although the velocity of some classes of slow slides is uncontrollable. More than 50 cases of slow slides were compiled from
the literature for this study. Some statistics about the movement trigger(s), the methods used to measure displacement, the
material forming the rupture surface and the type of the vulnerable facilities are presented. It is shown that the expected
degree of damage to urban settlements, highways, bridges and dams can be related to the slide velocity or accumulating displacement.
Buildings and residential houses may tolerate higher slide velocities and total displacements than other facilities before
experiencing serious damage. Movements as low as 100 mm may severely damage bridges, but such low rates may cause only moderate
damage to urban communities. The relationship between movement and the expected extent of damage should be useful to geotechnical
engineers who deal with different classes of slow slides and will help in the choice of appropriate mitigation measures based
on preliminary estimates of movement rates. 相似文献
19.
Weng Meng-Chia Lin Cheng-Han Shiu Wen-Jie Chao Wei-An Chiu Chia-Chi Lee Ching-Fang Huang Wei-Kai Yang Che-Ming 《Landslides》2022,19(3):687-701
Mega-earthquakes and extreme climate events accompanied by intrinsic fragile geology lead to numerous landslides along mountain highways in Taiwan, causing enormous life and economic losses. In this study, a system for rapid slope disaster information integration and assessment is proposed with the aim of providing information on landslide occurrence, failure mechanisms, and subsequent landslide-affected areas to the highway authority rapidly. The functionality of the proposed system is deployed into three units: (1) geohazard rapid report (GeoPORT I), (2) multidisciplinary geological survey report (GeoPORT II), and (3) site-specific landslide simulation report (GeoPORT III). After landslide occurrence, the seismology-based monitoring network rapidly provides the initial slope disaster information, including preliminary location, event magnitude, earthquake activity, and source dynamics, within an hour. Within 3 days of the landslide, a multidisciplinary geological survey is conducted to collect high-precision topographical, geological, and remote-sensing data to determine the possible failure mechanism. After integrating the aforementioned information, a full-scale three-dimensional landslide simulation based on the discrete element method is performed within 10 days to reveal the failure process and to identify the areas potentially affected by subsequent disasters through scenario modeling. Overall, the proposed system can promptly provide comprehensive and objective information to relevant authorities after the event occurrence for hazard assessment. The proposed system was validated using a landslide event in the Central Cross-Island Highway of Taiwan.
相似文献20.
Natural Hazards - Barriers, which are normally used as highway safety instruments, cause adverse sand deposition damage to pavements along desert highways. To select a suitable barrier type for... 相似文献