Artículos de revistas sobre el tema "Slopes (Soil mechanics)"
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Zhang, Hong, Bang Zhang, Can Wu y Kun Chen. "Macro and micro analysis on coal-bearing soil slopes instability based on CFD-DEM coupling method". PLOS ONE 16, n.º 9 (17 de septiembre de 2021): e0257362. http://dx.doi.org/10.1371/journal.pone.0257362.
Texto completoTan, Mengxi y Sai K. Vanapalli. "Performance estimation of a shallow foundation on an unsaturated expansive soil slope subjected to rainfall infiltration". MATEC Web of Conferences 337 (2021): 03009. http://dx.doi.org/10.1051/matecconf/202133703009.
Texto completoChen, Bozhou, Wei Shui, Yuanmeng Liu y Ruyue Deng. "Analysis of Slope Stability with Different Vegetation Types under the Influence of Rainfall". Forests 14, n.º 9 (13 de septiembre de 2023): 1865. http://dx.doi.org/10.3390/f14091865.
Texto completoMa, Kuo-Chen, Yong-Jun Lin, Shyh-Yuan Maa y Yih-Chi Tan. "Evaluation of the effect of hysteretic flow and root system on shallow landslide". Soil Research 50, n.º 7 (2012): 616. http://dx.doi.org/10.1071/sr12104.
Texto completoDarban, Reza, Emilia Damiano, Aldo Minardo, Lucio Olivares, Luciano Picarelli y Luigi Zeni. "An Experimental Investigation on the Progressive Failure of Unsaturated Granular Slopes". Geosciences 9, n.º 2 (29 de enero de 2019): 63. http://dx.doi.org/10.3390/geosciences9020063.
Texto completoHunter, Gavan y Robin Fell. "Travel distance angle for "rapid" landslides in constructed and natural soil slopes". Canadian Geotechnical Journal 40, n.º 6 (1 de diciembre de 2003): 1123–41. http://dx.doi.org/10.1139/t03-061.
Texto completoMburu, Joram Wachira, An-Jui Li, Horn-Da Lin y Chih-Wei Lu. "Investigations of Unsaturated Slopes Subjected to Rainfall Infiltration Using Numerical Approaches—A Parametric Study and Comparative Review". Sustainability 14, n.º 21 (3 de noviembre de 2022): 14465. http://dx.doi.org/10.3390/su142114465.
Texto completoWang, Lei, Yongsheng Yao, Jue Li, Kefei Liu y Fei Wu. "A State-of-the-Art Review of Organic Polymer Modifiers for Slope Eco-Engineering". Polymers 15, n.º 13 (29 de junio de 2023): 2878. http://dx.doi.org/10.3390/polym15132878.
Texto completoA. N. Pluhin, L. V. Trikoz, O. S. Herasimenko, A. A. Pluhin, D. A. Pluhin y Al. A. Pluhin. "The development of some aspects of colloid chemistry and physicochemistry mechanics of disperse systems and materials are used in stability slopes". Science and Transport Progress, n.º 39 (25 de diciembre de 2011): 150–56. http://dx.doi.org/10.15802/stp2011/6904.
Texto completoLade, Poul V. "The mechanics of surficial failure in soil slopes". Engineering Geology 114, n.º 1-2 (junio de 2010): 57–64. http://dx.doi.org/10.1016/j.enggeo.2010.04.003.
Texto completoPutra, Irza Tri, Guskarnali Guskarnali y Irvani Irvani. "APLIKASI SOFTWARE GEOSTUDIO 2007 SLOPE/WUNTUK ANALISIS KESTABILAN LERENG DI TAMBANG MUARA TIGA BESAR UTARA PT BUKIT ASAM (PERSERO) Tbk SUMATERA SELATAN". MINERAL 2, n.º 2 (30 de enero de 2020): 78–89. http://dx.doi.org/10.33019/mineral.v2i2.1562.
Texto completoGhosh, Debayan, Aritra Banerjee, Anand J. Puppala y Prince Kumar. "Exploring the Influence of Climate Change on Earthen Embankments with Expansive Soil". Geosciences 14, n.º 2 (30 de enero de 2024): 37. http://dx.doi.org/10.3390/geosciences14020037.
Texto completoGuo, Yanglin y Chao Ma. "Elucidating the role of soil hydraulic properties on aspect-dependent landslide initiation". Hydrology and Earth System Sciences 27, n.º 8 (20 de abril de 2023): 1667–82. http://dx.doi.org/10.5194/hess-27-1667-2023.
Texto completoLiao, Hong Jian, Cheng Lin Tian y Hang Zhou Li. "Analysis of Slope Failure Mechanisms Considering Micropile-Soil Interaction". Key Engineering Materials 535-536 (enero de 2013): 565–68. http://dx.doi.org/10.4028/www.scientific.net/kem.535-536.565.
Texto completoHrushetskiy, Hrushetskiy, Yuriy Pavelchuk, Ihor Babyn y Oleg Lyashuk. "MODELING OF TECHNOLOGICAL PROCESS OF SOWING GRAIN CROPS BY OPENERS FOR DIRECT SOWING ON SLOPE". ENGINEERING, ENERGY, TRANSPORT AIC, n.º 2(117) (30 de agosto de 2022): 34–46. http://dx.doi.org/10.37128/2520-6168-2022-2-4.
Texto completoLadanyi, Branko. "Creep of frozen slopes and ice-filled rock joints under temperature variation". Canadian Journal of Civil Engineering 33, n.º 6 (1 de junio de 2006): 719–25. http://dx.doi.org/10.1139/l05-112.
Texto completoHou, Hengjun, Zhengwei Zhu, Bo Wang y Wenhao Zhou. "A Practical Model Study on the Mechanism of Clay Landslide under Static Loads: From the Perspective of Major Crack–Stress–Displacement". Applied Sciences 12, n.º 7 (22 de marzo de 2022): 3224. http://dx.doi.org/10.3390/app12073224.
Texto completoKarapa, Enos, Tri Harianto, A. B. Muhiddin y Rita Irmawaty. "Slope Reinforcement Model Scale Test With X-Block". Civil Engineering Journal 8, n.º 3 (1 de marzo de 2022): 612–21. http://dx.doi.org/10.28991/cej-2022-08-03-014.
Texto completoSmith, John Victor. "Interaction of Strength and Stress in High, Steep Rock Slopes". Journal of Geography and Geology 8, n.º 1 (6 de enero de 2016): 14. http://dx.doi.org/10.5539/jgg.v8n1p14.
Texto completoXiaolei, JI, XU Lanlan y YANG Guoping. "Influence of Root Morphology on Ecological Slope Protection". E3S Web of Conferences 198 (2020): 04036. http://dx.doi.org/10.1051/e3sconf/202019804036.
Texto completoFrancis, S. C. "The Limitations and Interpretation of the “Angle of Repose” in Terms of Soil Mechanics: a Useful Parameter?" Geological Society, London, Engineering Geology Special Publications 2, n.º 1 (1986): 235–40. http://dx.doi.org/10.1144/gsl.1986.002.01.43.
Texto completoNasiri, Mehran y Mojtaba Mohamadzade. "Cut slope stability assessment along forest roads using the limit equilibrium approaches and Slide software". Journal of Forest Science 68, No. 5 (26 de mayo de 2022): 182–89. http://dx.doi.org/10.17221/21/2022-jfs.
Texto completoSatyanaga, Alfrendo, Martin Wijaya, Qian Zhai, Sung-Woo Moon, Jaan Pu y Jong R. Kim. "Stability and Consolidation of Sediment Tailings Incorporating Unsaturated Soil Mechanics". Fluids 6, n.º 12 (24 de noviembre de 2021): 423. http://dx.doi.org/10.3390/fluids6120423.
Texto completoAl-Badran, Yasir y Tom Schanz. "Volume change behavior of bentonite-sand mixture under constant suction condition". MATEC Web of Conferences 162 (2018): 01028. http://dx.doi.org/10.1051/matecconf/201816201028.
Texto completoTheocharis, Alexandros, Ioannis Zevgolis y Nikolaos Koukouzas. "Numerical analysis of rainfall effects on the slope stability of open pit coal mines". E3S Web of Conferences 382 (2023): 13006. http://dx.doi.org/10.1051/e3sconf/202338213006.
Texto completoM, Sampath Kumar y Dr Sreedhar M.V.S. "Application of Geo Textiles in Erosion Control – A Review Paper". International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE) 9, n.º 8 (1 de agosto de 2022): 28–33. http://dx.doi.org/10.36647/ijermce/09.08.a006.
Texto completoChen, Guan-yi, Peng He, Gang Wang, Shang-qu Sun y Jie Xiao. "Shallow Layer Destruction Law of Expansive Soil Slope under Rainfall and the Application of Geogrid Reinforcement". Geofluids 2021 (8 de julio de 2021): 1–14. http://dx.doi.org/10.1155/2021/6636894.
Texto completoLi, Shaoling, Chi Qiu, Jiankun Huang, Xiaoping Guo, Yucun Hu, Al-Shami Qahtan Mugahed y Jin Tan. "Stability Analysis of a High-Steep Dump Slope under Different Rainfall Conditions". Sustainability 14, n.º 18 (6 de septiembre de 2022): 11148. http://dx.doi.org/10.3390/su141811148.
Texto completoMichalowski, Radoslaw L. y Dowon Park. "Three‐dimensional ridge collapse mechanism for narrow soil slopes". International Journal for Numerical and Analytical Methods in Geomechanics 45, n.º 13 (18 de junio de 2021): 1972–87. http://dx.doi.org/10.1002/nag.3251.
Texto completoXiao, Shiguo, Tingju Chen y Wei Dong Guo. "Bearing capacity of rigid strip footings near soil slopes". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 173, n.º 4 (diciembre de 2020): 173–87. http://dx.doi.org/10.1680/jencm.18.00045.
Texto completoMcGreal, W. S. y D. Craig. "Mass-movement activity: an illustration of differing responses to groundwater conditions from two sites in Northern Ireland". Irish Geography 10, n.º 1 (26 de diciembre de 2016): 28–35. http://dx.doi.org/10.55650/igj.1977.851.
Texto completoStille, Håkan, Bruce Ashcroft, Conrad Boley, Vincent Labiouse y Paulo Pinto. "Felsmechanische Planung in der geotechnischen Werkzeugkiste von morgen: Eurocode 7 – Geotechnische Bauwerke: Böschungen, Flachgründungen und Stützkonstruktionen (EN 1997‐3:2024)". Geomechanics and Tunnelling 16, n.º 5 (octubre de 2023): 524–35. http://dx.doi.org/10.1002/geot.202300025.
Texto completoOperstein, V. y S. Frydman. "The stability of soil slopes stabilised with vegetation". Proceedings of the Institution of Civil Engineers - Ground Improvement 6, n.º 4 (enero de 2002): 163–68. http://dx.doi.org/10.1680/grim.2002.6.4.163.
Texto completoOperstein, V. y S. Frydman. "The stability of soil slopes stabilised with vegetation". Ground Improvement 6, n.º 4 (diciembre de 2002): 163–68. http://dx.doi.org/10.1680/grim.6.4.163.40918.
Texto completoKacimov, A. R. y Yu V. Obnosov. "Analytical Determination of Seeping Soil Slopes of a Constant Exit Gradient". ZAMM 82, n.º 6 (junio de 2002): 363. http://dx.doi.org/10.1002/1521-4001(200206)82:6<363::aid-zamm363>3.0.co;2-5.
Texto completoGan, JianJun y Y. X. Zhang. "Analysis of Model Tests of Rainfall-Induced Soil Deposit Landslide". Advances in Civil Engineering 2020 (22 de julio de 2020): 1–13. http://dx.doi.org/10.1155/2020/6431247.
Texto completoPicarelli, L., G. Urciuoli, A. Mandolini y M. Ramondini. "Softening and instability of natural slopes in highly fissured plastic clay shales". Natural Hazards and Earth System Sciences 6, n.º 4 (14 de junio de 2006): 529–39. http://dx.doi.org/10.5194/nhess-6-529-2006.
Texto completoSabhahit, N., P. K. Basudhar y Madhira R. Madhav. "A generalized procedure for the optimum design of nailed soil slopes". International Journal for Numerical and Analytical Methods in Geomechanics 19, n.º 6 (junio de 1995): 437–52. http://dx.doi.org/10.1002/nag.1610190605.
Texto completoQuinn, P. E., M. S. Diederichs, R. K. Rowe y D. J. Hutchinson. "Development of progressive failure in sensitive clay slopes". Canadian Geotechnical Journal 49, n.º 7 (julio de 2012): 782–95. http://dx.doi.org/10.1139/t2012-034.
Texto completoBulolo, Sam y Eng Choon Leong. "Modelling shear strength of compacted soils". E3S Web of Conferences 92 (2019): 15007. http://dx.doi.org/10.1051/e3sconf/20199215007.
Texto completoScotto di Santolo, A., A. M. Pellegrino y A. Evangelista. "Experimental study on the rheological behaviour of debris flow". Natural Hazards and Earth System Sciences 10, n.º 12 (7 de diciembre de 2010): 2507–14. http://dx.doi.org/10.5194/nhess-10-2507-2010.
Texto completoKang, Xing-Pei, Ya-Fei Wang, Zhan-Rong Zhang, Hao Xie y Yun Yang. "3D Limit Equilibrium Stability Analysis of Concave and Convex Slopes Considering Kinematic Constraints". Shock and Vibration 2022 (18 de agosto de 2022): 1–15. http://dx.doi.org/10.1155/2022/1625765.
Texto completoSchwarz, M., F. Giadrossich y D. Cohen. "Modeling root reinforcement using a root-failure Weibull survival function". Hydrology and Earth System Sciences 17, n.º 11 (6 de noviembre de 2013): 4367–77. http://dx.doi.org/10.5194/hess-17-4367-2013.
Texto completoWang, Long, Wei Hu, De'an Sun y Lin Li. "3D stability of unsaturated soil slopes with tension cracks under steady infiltrations". International Journal for Numerical and Analytical Methods in Geomechanics 43, n.º 6 (20 de enero de 2019): 1184–206. http://dx.doi.org/10.1002/nag.2889.
Texto completoΣφέικος, A., Θ. Στιμάρατζης, A. Κίλιας y Β. Χρηστάρας. "BEHAVIOR OF PINDOS LIMESTONE DURING HIGH SLOPE EXCAVATION. AN APPROACH TO INTERPRETE AND SIMULATE THE BEHAVIOR OF THE FORMATION USING SLOPE STABILTY ANALYSIS METHODS". Bulletin of the Geological Society of Greece 36, n.º 4 (1 de enero de 2004): 1853. http://dx.doi.org/10.12681/bgsg.16659.
Texto completoDeepa, V. y B. V. S. Viswanadham. "Centrifuge model tests on soil-nailed slopes subjected to seepage". Proceedings of the Institution of Civil Engineers - Ground Improvement 162, n.º 3 (agosto de 2009): 133–44. http://dx.doi.org/10.1680/grim.2009.162.3.133.
Texto completoRahardjo, H., V. A. Santoso, E. C. Leong, Y. S. Ng, C. P. H. Tam y A. Satyanaga. "Use of recycled crushed concrete and Secudrain in capillary barriers for slope stabilization". Canadian Geotechnical Journal 50, n.º 6 (junio de 2013): 662–73. http://dx.doi.org/10.1139/cgj-2012-0035.
Texto completoD.N. Sharma, Ziaullah Shareef y K.K. Sharma. "Soil and Rock Mechanics Investigations for the Assessment of Strata Behaviour of an Opencast Coal Mine". Global Journal of Earth Science and Engineering 2, n.º 1 (30 de junio de 2015): 7–13. http://dx.doi.org/10.15377/2409-5710.2015.02.01.2.
Texto completoPoulos, Harry G. "Design of reinforcing piles to increase slope stability". Canadian Geotechnical Journal 32, n.º 5 (1 de octubre de 1995): 808–18. http://dx.doi.org/10.1139/t95-078.
Texto completoChen, Jian, Jian-Hua Yin y C. F. Lee. "Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure". Journal of Engineering Mechanics 130, n.º 8 (agosto de 2004): 886–93. http://dx.doi.org/10.1061/(asce)0733-9399(2004)130:8(886).
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