Relevant bibliographies by topics / Landslide stabilization

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Landslide stabilization'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Landslide stabilization"

1

Ramesh, Gomasa. "Slope and Landslide Stabilization: A Review." Indian Journal of Structure Engineering 1, no. 2 (November 10, 2021): 13–16. http://dx.doi.org/10.35940/ijse.a1304.111221.

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Slope stabilization is the one of important fundamental aspect for preventing landslides. For a safer design of the structure, slope stabilization is very important. There are various studies conducted on slope stabilization and landslide mitigation. Geotechnical Engineers and Structural Engineers play an important role in analyzing and designing slope stabilization and landslide mitigation and prevention. This study is also helpful for the design of slopes. The study also helps for quick assessment of slopes. This paper also explained stabilization methods and techniques for slope. This study is also helpful in improving the shear strength of the slope of soil. This paper helps to understand basic knowledge on slope stabilization and landslides for every Engineer easily.
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2

Solsky, Stanislav V., and Sofya A. Bykovskaya. "Optimizing the landslide-prone slope stabilization." Vestnik MGSU, no. 10 (October 2019): 1258–71. http://dx.doi.org/10.22227/1997-0935.2019.10.1258-1271.

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Introduction. Nowadays, the study of landslide processes is one of the most intensive aspects of construction and maintenance of industrial and civil buildings and installations. The landslides violate the stability of foundations and entire complexes of installations, so the assessment of the stability of the slopes is the most important task before starting the construction. Currently, there is a large number of landslide classifications, which characterize the conditions of their formation, the history of geological development, their age, and structure. Normative documentation gives three ways of slope slump control: preventive, restricting, and liquidation ones. However, this source does not give systematic validity of the engineering solutions. The study sets the following tasks: to develop an algorithm for the optimal choice of rational slope strengthening in landslide construction conditions and to test it with a specific example. Materials and methods. The study analyzed the publications on theoretical and practical experience in dealing with landslides as well as normative documents. Numerical simulation methods were used to calculate the slope stability when testing the algorithm. Results. Using the introduced classification, the study presented an algorithm that makes it possible to choose a rational way of slope strengthening under landslide construction conditions. The concept of the algorithm allows step-by-step approximating parameters of a landslide-prone slope model to the real conditions, on the one hand, and selecting the most reasonable anti-landslide measures, on the other hand. The developed algorithm was tested on the territory of a large industrial complex situated on river overflood plain fringes. By applying the value engineering comparison of several slope stabilization variants, the research has taken the most optimal one of them for realization. Conclusions. The study developed the author’s classification and algorithm for the selection of optimal design solutions to stabilize landslide-prone slopes or slants. Successful approbation of the algorithm confirmed its practical applicability. The algorithm allows choosing the most effective complex for protection against landslides.
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3

Xie, Wan-li, Qianyi Guo, Jason Y. Wu, Ping Li, Hui Yang, and Maosheng Zhang. "Analysis of loess landslide mechanism and numerical simulation stabilization on the Loess Plateau in Central China." Natural Hazards 106, no. 1 (January 15, 2021): 805–27. http://dx.doi.org/10.1007/s11069-020-04492-w.

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AbstractLoess landslides have complicated deformation mechanisms. Accurately describing the internal failure deformation of loess landslides and establishing a theoretical method of landslide instability evaluation for the prevention of subsequent landslides have become important topics in western development project construction in China. This paper presents a case study of the Zhonglou Mountain landslide in Shaanxi Province, China. Based on field investigation results, a two-dimensional stability analysis model was constructed using the finite element method. Taking the deformation characteristics of the landslide as the research basis, the distribution laws of the displacement, stress, and shear strain of this landslide were identified with the strength reduction finite element numerical simulation method. Additionally, the safety factor was evaluated under normal and storm conditions. The numerical simulation results show that the horizontal tensile stress of the landslide was mainly distributed in the middle and upper parts of the landslide under normal conditions, while the vertical tensile stress was distributed near the sliding surface. Under heavy rainfall, the sliding force increased, and the anti-sliding force and anti-sliding section decreased; the location of the maximum shear strain shifted down from the middle and upper parts of the landslide body to the area with a shear crack, and the plastic shear strain area expanded along nearly the entire the sliding surface, leading to the occurrence of a landslide. Thus, the use of anti-slide piles to stabilize the landslide was proposed and tested. Monitoring points were arranged along the sliding surface to evaluate the displacement, stress, and strain responses. The on-site observation results agreed with the modeling results. The use of anti-slide piles was demonstrated to be an effective stabilization method for the Zhonglou Mountain landslide.
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4

Bednarczyk, Zbigniew. "Landslide Geohazard Monitoring, Early Warning and Stabilization Control Methods." Studia Geotechnica et Mechanica 36, no. 1 (March 1, 2014): 3–13. http://dx.doi.org/10.2478/sgem-2014-0001.

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Abstract This paper is a presentation of landslide monitoring, early warning and remediation methods recommended for the Polish Carpathians. Instrumentation included standard and automatic on-line measurements with the real-time transfer of data to an Internet web server. The research was funded through EU Innovative Economy Programme and also by the SOPO Landslide Counteraction Project. The landslides investigated were characterized by relatively low rates of the displacements. These ranged from a few millimetres to several centimetres per year. Colluviums of clayey flysch deposits were of a soil-rock type with a very high plasticity and moisture content. The instrumentation consisted of 23 standard inclinometers set to depths of 5-21 m. The starting point of monitoring measurements was in January 2006. These were performed every 1-2 months over the period of 8 years. The measurements taken detected displacements from several millimetres to 40 cm set at a depth of 1-17 m. The modern, on-line monitoring and early warning system was installed in May 2010. The system is the first of its kind in Poland and only one of several such real-time systems in the world. The installation was working with the Local Road Authority in Gorlice. It contained three automatic field stations for investigation of landslide parameters to depths of 12-16 m and weather station. In-place tilt transducers and innovative 3D continuous inclinometer systems with sensors located every 0.5 m were used. It has the possibility of measuring a much greater range of movements compared to standard systems. The conventional and real-time data obtained provided a better recognition of the triggering parameters and the control of geohazard stabilizations. The monitoring methods chosen supplemented by numerical modelling could lead to more reliable forecasting of such landslides and could thus provide better control and landslide remediation possibilities also to stabilization works which prevent landslides.
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Hearn, Gareth James, Martin S. P. Kerridge, and Phanthoudeth Pongpanya. "Landslide costs on the national road network of Laos, with some regional implications." Quarterly Journal of Engineering Geology and Hydrogeology 54, no. 4 (May 18, 2021): qjegh2021–023. http://dx.doi.org/10.1144/qjegh2021-023.

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Compared to most other countries in south and SE Asia, Laos has a low road network density and low traffic volumes. Much of the road network is located in mountainous terrain where landslides cause regular engineering damage and blockage to traffic. The wet season of 2018 was particularly severe and triggered many landslides that blocked roads for hours, and days in some cases. The cost of clearing these landslides amounted to an average of almost US$5000 per km. Because of the relatively low traffic volumes that use the mountain road network, traffic costs due to road blockage delays are generally significantly lower per kilometre than engineering costs. Nevertheless, economic analysis demonstrates that investments in landslide stabilization measures amounting to an average of US$50 000 for landslides above the road and US$120 000 for those below the road can be economically justified if, without these measures, long and frequent delays would ensue. In certain cases, investments much higher than these can be justified. A priority list for landslide stabilization is developed and outline cost estimates are prepared. Recommendations are made for enhanced landslide management and roadside slope improvement, and a comparison is made between the situation in Laos with that in Vietnam, Bhutan, Nepal and the Philippines. It is concluded that the imperative for investment will be even greater in these countries, and especially in Nepal and the Philippines, on account of the higher incidence of landslide hazards and greater volumes of road traffic.
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Basnet, Keshav, Dhruba Wagle, Sagar Bhattarai, and Biwas Babu Sadadev. "Analysis of Slope Stability for Kaande Landslide of Phewa Watershed, Pokhara, Nepal." Technical Journal 2, no. 1 (November 10, 2020): 11–21. http://dx.doi.org/10.3126/tj.v2i1.32823.

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Phewa watershed of Kaski, Nepal is constantly facing landslides and soil erosion problems. Andheri Khola sub-basin of Phewa watershed accounts the maximum amount of sediment inflow into Phewa Lake. Therefore Kaande Landslide of Andheri Khola sub-basin, located between Deurali and Paundur villages at the source zone of Andheri Khola is chosen for the slope stabilization to control the sediment flow. The main objective of the study was to analyze the slope stability condition of the landslide area for which the whole landslide area was divided into eight zones starting from the crown to the toe based on the major parameters like soil/rock type, slope inclination, spring source and surface water on the basis of field observation. The factor of safety of each zone was calculated based on stability analysis of an infinite slope of cohesive soils. Sieve analysis result shows the landslide area has coarse grained structure (gravel and sand) dominant. The factor of safety of the landslide was found to be from 0.281 to 0.710. The field assessment and factor of safety reveals the Kaande landslide to be unstable and further possibilities of landslides and soil erosion in the future. For mitigating the hazard, eco-friendly soil bio-engineering measures such as direct seeding of grasses/shrubs, grasses/shrubs/trees plantation, brush layering, and gabion wire bolster cylinders are recommended for slope stabilization based on the optimal techniques guidelines of Mercy Corps Nepal, 2014. It is recommended to apply the proposed mitigation measures as early as possible to prevent the further landslide hazard.
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Cobos, Guillermo, Miguel Ángel Eguibar, Francisco Javier Torrijo, and Julio Garzón-Roca. "A Case Study of a Large Unstable Mass Stabilization: “El Portalet” Pass at the Central Spanish Pyrenees." Applied Sciences 11, no. 16 (August 4, 2021): 7176. http://dx.doi.org/10.3390/app11167176.

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This case study presents the engineering approach conducted for stabilizing a landslide that occurred at “El Portalet” Pass in the Central Spanish Pyrenees activated due to the construction of a parking lot. Unlike common slope stabilization cases, measures projected here were aimed at slowing and controlling the landslide, and not completely stopping the movement. This decision was taken due to the slow movement of the landslide and the large unstable mass involved. The degree of success of the stabilization measures was assessed by stability analyses and data obtained from different geotechnical investigations and satellite survey techniques such as GB-SAR and DinSAR conducted by different authors in the area under study. The water table was found to be a critical factor in the landslide’s stability, and the tendency of the unstable slope for null movement (total stability) was related to the water table lowering process, which needs more than 10 years to occur due to regional and climatic issues. Results showed a good performance of the stabilization measures to control the landslide, demonstrating the effectiveness of the approach followed, and which became an example of a good response to the classical engineering duality cost–safety.
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Puzrin, Alexander M., and Andreas Schmid. "Progressive failure of a constrained creeping landslide." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 467, no. 2133 (March 30, 2011): 2444–61. http://dx.doi.org/10.1098/rspa.2011.0063.

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The ski resort town of St Moritz, Switzerland, is partially constructed on a large creeping landslide, which has been causing damage to buildings and infrastructure. At the town centre, the landslide is constrained by a rock outcrop, creating a compression zone in the sliding mass. After decades of gradual slowing down,s in the beginning of 1990s the landslide started to accelerate, in spite of the fact that the average yearly precipitation and the pore water pressure on the sliding surface remained fairly constant. The paper shows that a constrained creeping landslide experiences progressive failure caused by the propagation of a zone of intense shearing along the slip surface resulting in significant earth pressure increase and visco-plastic yielding of soil in the compression zone. This basic physical mechanism, relying on extensive laboratory and field tests and long-term displacement monitoring, explains the paradox of the St Moritz landslide acceleration. Although the model predicts that the landslide could eventually slow down, its displacements may become excessive for some buildings, requiring an early warning system and further stabilization of the historic Leaning Tower. In general, by predicting the onset of yielding, the model can provide an important timeframe for stabilization of constrained landslides.
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9

Angelopoulos, A., V. J. Soulis, and V. Malandraki. "GEOLOGICAL AND GEOTECHNICAL BEHAVIOUR OF EVINOS DAM FOLLOWING THE IMPOUNDMENT." Bulletin of the Geological Society of Greece 43, no. 3 (January 24, 2017): 1094. http://dx.doi.org/10.12681/bgsg.11283.

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The Evinos dam built between 1993 and 1997. The period of construction followed a period of rest until 2001. The impoundment of the Evinos Dam and the subsequent 3rd operational period took place between 2001 and 2005. The 4th period of operation commenced in February 2005 and concerns the period of regular operation of Dam Evinos after completion. During this period, sufficient data have been gathered for the evaluation of the geotechnical behaviour of both Evinos Dam itself and the stabilization works on the two landslides that occurred (Landslide of the left abutment ’93, Landslide of Ag.Demetrios-Arahova country road). Specialized personnel of the Department of the Evinos Dam of the Athens Water Supply and Sewage Company S.A are responsible for the in-situ collection of instrumental readings. On the other hand specialized personnel of the Division of Raw Water Intake of Athens Water Supply and Sewage Company S.A are assigned to evaluate the dam’s behaviour. The infiltration of water within the Dam’s core is continuously monitored together with the horizontal movement and settlement upstream and downstream the dam’s body through a considerable number of vibrating wire piezometers, earth pressure cells, extensiometers, inclinometers and surface monumental stations. The behaviour of the stabilization interventions in the landslide area’s are evaluated through measurement of topographic monuments ,open piezometers and drainage measurements. The evaluation of the instrumental measurerements confirms the expected behavior of the dam and the satisfactory performance of the stabilization interventions in the landslide area’s
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Wang, Jian, Wei Zhang, Chao-yang Xie, Qian Xiao, Yu-chen Zhu, and Bo Pan. "Forecasting Disastrous Characteristics of Highway Landslides Using the Material Point Method: A Surcharge-Induced Perspective." Advances in Civil Engineering 2020 (August 7, 2020): 1–13. http://dx.doi.org/10.1155/2020/8859344.

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Precisely forecasting the disastrous characteristics of landslides can address the optimized preliminary design of the highway landslide stabilization. In this paper, taking the surcharge-induced landslides as an example, we developed the models of the material point method (MPM), a novel meshless numerical method, to calculate the large deformation of the highway landslides, with the affordable computing power. After convincing verification of the MPM model to simulate a surcharge-induced soil landslide, 32 typical postfailure scenarios were analyzed to obtain the highway landslide run-out processes and disastrous characteristics, such as the sliding distance and speed of the leading edge and sliding body morphology. Moreover, linear regression equations of the maximal sliding distance and speed were deduced after verification, to forecast the reasonable avoiding distance. The maximal sliding distance and speed were found to be negatively linearly correlated with the internal frictional angle and cohesion of the soil, and positively linearly correlated with the surcharge and the slope angle, respectively. Optimized preliminary design, of the highways in the mountainous and hilly areas, can be performed based on those insights.
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Dissertations / Theses on the topic "Landslide stabilization"

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Avsar, Ozgur. "Landslide Stabilization In Weathered Tuffite, Northern Turkey." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12605580/index.pdf.

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A landslide occurred during the construction of the Giresun &ndash
Espiye road between Km: 1+030 &ndash
1+170 in April 2003. Investigating the causes and mechanism of this slope failure along with suggesting a proper stabilization technique is aimed in this study. For that purpose, a detailed site investigation study, including engineering geological mapping, drilling work, in situ and laboratory tests, was performed. Weathered tuffite, tuffite, flysch and dacitic tuffite, from top to bottom, are the major units in the study area. A &ldquo
translational slide&rdquo
occurred in completely weathered tuffite owing to the disturbance of the stability of the slope by the excavations performed at the toe of the slope
particularly the foundation excavation for the restaurant building and for the road cut for the Giresun &ndash
Espiye road. After establishing the model of the landslide in detail, shear strength parameters of the failure surface were determined by the back analysis method as "
cohesion"
=2.5 kN/m2 and "
friction angle"
=9°
. Toe buttressing, ground water and surface water drainage options were considered for stabilizing the slope. For the back analysis calculations, the Morgenstern-Price and Spencer methods were used with the aid of the SLOPE/W computer program.
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Erfani, Joorabchi Arash. "Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions." University of Akron / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465.

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Kokesh, Christopher Michael. "Bio-engineering for land stabilization." Columbus, Ohio : Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1243971701.

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Loo, Hui. "Reactivation of an old landslide in response to reservoir impoundment and fluctuations." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B36652970.

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HAMANT, CHRISTOPHER CARL. "THE USE OF HORIZONTAL DRAINS FOR CORRECTING A LANDSLIDE IN THE GREATER CINCINNATI, OHIO AREA." University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1029339408.

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Wendlandt, Nichole Jean. "A Geotechnical Evaluation of the Launched Soil-Nailing Method of Landslide Stabilization in Summit County, Ohio." Kent State University / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=kent1239813377.

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Li, Lin. "Reliability Based Design for Slope Stabilization Using Drilled Shafts and Anchors." University of Akron / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=akron1415117410.

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Loo, Hui, and 盧慧. "Reactivation of an old landslide in response to reservoir impoundment and fluctuations." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B36652970.

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Yamin, Moh'd. "LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA." University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547.

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Oztepe, Damla Gaye. "Slope Stability Assessment Along The Bursa-inegol-bozuyuk Road At Km: 72+000-72+200." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12611097/index.pdf.

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The purpose of this study is to determine the most suitable remediation technique via geotechnical assessment of the landslide that occurred during the construction of Bursa-inegö
l-Bozü
yü
k Road at KM: 72+000-72+200 in an ancient landslide area. For this purpose, the geotechnical parameters of the mobilized soil along the slide surface was determined by back analyses of the landslide at four profiles by utilizing the Slope/W software. The landslide was then modeled using coupled analyses (with the Seep/W and Slope/W softwares) along the most representative profile of the study area by considering the landslide mechanism, the parameters determined from the geotechnical investigations, the size of the landslide and the location of the slip circle. In addition, since the study area is located in a second degree earthquake hazard region, pseudo-static stability analyses using the Slope/W software were performed incorporating the earthquake potential. The most suitable slope remediation technique was determined to be a combination of surface and subsurface drainage, application of rock buttress at the toe of the slide and unloading of the landslide material. A static and dynamic analyses of the landslide was also performed through utilizing finite element analyses. The static analyses were calibrated using the inclinometer readings in the field. After obtaining a good agreement with the inclinometer readings and finite element analyses results, the dynamic analyses were performed using acceleration time histories, which were determined considering the seismic characteristics of the study area.
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Books on the topic "Landslide stabilization"

1

Priest, George R. The Capes landslide, Tillamook County, Oregon. Portland, Or: State of Oregon, Dept. of Geology and Mineral Industries, 1998.

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2

Deschamps, Richard J. Landslide remediation using unconventional methods. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 1999.

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Hasenkamp, Robert N. Micropile and ground anchor retaining structures for stabilization of the Blue Trail Landslide. Cheyenne, Wyo: Wyoming Dept. of Transportation, 2000.

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Spadaro, J. Landslide stabilization methods on emergency abandoned mine land projects in steep slope areas. S.l: s.n, 1992.

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Chang Jiang San Xia gong cheng ku qu Wushan xin cheng qu di zhi huan jing yu yi min jian she li yong dui ce. Wuhan Shi: Chang Jiang chu ban she, 2008.

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French-Italian, Conference on Slope Stability in Seismic Areas (1992 Bordighera Italy). Proceedings of the French-Italian Conference on Slope Stability in Seismic Areas: May 14-15, 1992, Bordighera (Imperia), Italy. [Nantes, France]: Ouest Éditions, Presses Académiques, 1992.

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7

Dijkstra, Tom. Loess slope instability in the Lanzhou region, China. Utrecht: Koninklijk Nederlands Aardrijkkundig Genootschap, 2000.

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Dijkstra, Tom. Loess slope instability in the Lanzhou region, China. Utrecht: Koninklijk Nederlands Aardrijkskundig Genootschap, Faculteit Ruimtelijke Wetenschappen, Universiteit Utrecht, 2000.

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International Conference on Slope Stability (1991 Isle of Wight, England). Slope stability engineering: Developments and applications : proceedings of the International Conference on Slope Stability. London: Thomas Telford, 1991.

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Schaffner, Ruth. Vegetation of stabilizing and eroding slopes in eastern Nepal =: Die Vegetation stabilisierender und erodierender Hänge in Ostnepal. [Zurich: Geobotanischen Institutes der ETH, Stiftung Rübel], 1987.

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Book chapters on the topic "Landslide stabilization"

1

Urciuoli, Gianfranco, and Marianna Pirone. "Subsurface Drainage for Slope Stabilization." In Landslide Science and Practice, 577–85. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_74.

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Logar, Janko, Sabatino Cuomo, and Željko Arbanas. "Introduction: Landslide Mitigation, Remediation and Stabilization." In Advancing Culture of Living with Landslides, 441–44. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-53487-9_51.

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Torrebadella, Joan, Carles López, Joan Altimir, Jordi Amigó, and Laura López. "Cutting D15: Stabilization of a Large Landslide in Marrakesh." In Landslide Science and Practice, 183–91. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_26.

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Tishin, V. G. "Methods of the Ulianovsk City Landslide-prone Slopes Stabilization." In Landslide Science and Practice, 617–21. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_78.

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Laguna, Luis Miguel, Jaime Perera, Raúl Chaminade, Adolfo Hoyos, Juan Carpio, and Javier Velasco. "High Capacity Flexible Systems for Slope Stabilization in La Gomera (Spain)." In Landslide Science and Practice, 639–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_81.

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Balducci, Marco, Luciano Faralli, Luca Domenico Venanti, and Carlo Olivanti. "The Large Acqualoreto (TR) Landslide: Stabilization Projects Through Integrated Use of Consolidates and Innovative Techniques." In Landslide Science and Practice, 667–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_85.

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Nian, Tingkai, Dongchen Li, Kai Liu, Haiyang Xu, and Yanjun Zhang. "Field Monitoring and Stabilization Analysis of Landslide: A Case Study." In Landslide Science for a Safer Geoenvironment, 679–85. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04996-0_103.

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Rodríguez-Peces, Martín Jesús, José Miguel Azañón, Julián García-Mayordomo, Emilia Troncoso, Rosa María Mateos, and Meaza Tsige. "Effectiveness of Deep Drainage Wells as a Slope Stabilization Measure: The Reactivation of the Diezma Landslide (Southern Spain)." In Landslide Science and Practice, 623–30. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_79.

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Rimoldi, Pietro, Matteo Lelli, Pietro Pezzano, and Fabrizia Trovato. "Geosynthetic Reinforced Soil Structures for Slope Stabilization and Landslide Rehabilitation in Asia." In Understanding and Reducing Landslide Disaster Risk, 397–404. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60319-9_45.

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Yamaguchi, M., Y. Kimura, T. Nozaki, and M. Okada. "Press-in piling applications: Permanent stabilization of an active-landslide-slope." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 405–14. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-45.

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Conference papers on the topic "Landslide stabilization"

1

Deane, R. Travis, Daniel Pradel, and Jason M. Buenker. "Emergency Stabilization of the White Point Landslide." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.032.

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2

Silver, Gregory, and Lisa Bates. "Landslide Stabilization Using High Strength Aggregate-Cement Slurry." In Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.168.

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3

Sulovska, Monika. "STABILIZATION OF LANDSLIDE AREA FOR FOUNDATIONS OF HIGHWAY BRIDGE." In 16th International Multidisciplinary Scientific GeoConference SGEM2016. Stef92 Technology, 2016. http://dx.doi.org/10.5593/sgem2016/b13/s02.037.

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4

Pradel, Daniel. "Case History: The Estrondo Landslide Stabilization in Encino, California." In IFCEE 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481622.019.

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5

Reuter, Gregory R., and William C. Kwasny. "Stabilization of the Bender's Park Landslide, Lead, South Dakota." In Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.167.

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Ahmadipur, Amir, Alexander McKenzie-Johnson, Ali Ebrahimi, and Anthony H. Rice. "Identification and Mitigation of a Landslide Threatening Four Operating Natural Gas Pipelines." In 2020 13th International Pipeline Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/ipc2020-9743.

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Abstract:
Abstract This paper presents a case study of a landslide with the potential to affect four operating high-pressure natural gas pipelines located in the south-central US state of Mississippi. This case study follows a landslide hazard management process: beginning with landslide identification, through pipeline monitoring using strain gauges with an automated early alert system, to detection of landslide movement and its effects on the pipeline, completion of a geotechnical subsurface investigation, conceptual geotechnical mitigation planning, landslide stabilization design and construction, and stress relief excavation. Each step of the landslide hazard management process is described in this case study.
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Srinivasan, Swaminathan, and Jess A. Schroeder. "Landslide Stabilization along the Ohio River Using Cantilevered Stub Piers." In GeoCongress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40971(310)56.

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Voytko, Edward P., Daniel D. Uranowski, and Joseph W. Premozic. "Prehistoric Landslide Stabilization with Ground Anchors and Surface Reaction Pads." In Earth Retention Conference (ER) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)89.

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Vasconez, Fabian, Mario Estrella, Alberto Velastegui, Jaime Nunez, Hernan Ponce, and Paco Riofrio. "Landslide Hazard Assessment, Monitoring, and Stabilization: Villano Oil Pipeline System, Ecuador." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2010. http://dx.doi.org/10.2118/135504-ms.

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Vakili, J., D. Chu, and M. Pearce. "A Case History of Geotechnical Monitoring and Stabilization of a Landslide." In GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)12.

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