標(biāo)題: Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce [打印本頁] 作者: Hypothesis 時間: 2025-3-21 19:34
書目名稱Earth Retaining Structures and Stability Analysis影響因子(影響力)
書目名稱Earth Retaining Structures and Stability Analysis影響因子(影響力)學(xué)科排名
書目名稱Earth Retaining Structures and Stability Analysis網(wǎng)絡(luò)公開度
書目名稱Earth Retaining Structures and Stability Analysis網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Earth Retaining Structures and Stability Analysis被引頻次
書目名稱Earth Retaining Structures and Stability Analysis被引頻次學(xué)科排名
書目名稱Earth Retaining Structures and Stability Analysis年度引用
書目名稱Earth Retaining Structures and Stability Analysis年度引用學(xué)科排名
書目名稱Earth Retaining Structures and Stability Analysis讀者反饋
書目名稱Earth Retaining Structures and Stability Analysis讀者反饋學(xué)科排名
作者: 流動性 時間: 2025-3-21 21:26 作者: Sleep-Paralysis 時間: 2025-3-22 01:49 作者: ACTIN 時間: 2025-3-22 05:00 作者: backdrop 時間: 2025-3-22 10:17
,Funktionen einer Ver?nderlichen, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.作者: Figate 時間: 2025-3-22 16:58
Alan Hippe,Andreas Holz,Bernhard Falksoil model was adopted for the numerical analysis. It has been established that a loose section of 0.73. above tunnel crown has been formed and soil arching section above this loose section develops for a height of 1.27..作者: Figate 時間: 2025-3-22 19:01 作者: 頌揚(yáng)國家 時間: 2025-3-22 22:06
Seismic Assessment of Horseshoe-Shaped Tunnel Using a Pseudo-Static Approach, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.作者: Pudendal-Nerve 時間: 2025-3-23 04:04 作者: Armory 時間: 2025-3-23 06:36
A Concise Review of State-of-the-Art on Landslide Monitoring and Warning System in India,sed approaches such as landslide monitoring and early warning systems. Furthermore, landslide susceptibility was assessed using local-scale, regional-scale, and site-specific studies, particularly in the Indian Himalayan region.作者: 刺耳 時間: 2025-3-23 12:48
https://doi.org/10.1007/978-3-322-90837-7 living soil nails in controlling the rainfall-induced slope failures in lateritic soil. The soil used in the present study was collected from a location in Kerala, where a landslide had occurred in the year 2018. Results from the present study indicated that the living soil nails are effective in natural disaster reduction.作者: 加強(qiáng)防衛(wèi) 時間: 2025-3-23 14:31
Living Soil Nails to Prevent Shallow Landslides in Lateritic Soil Slopes, living soil nails in controlling the rainfall-induced slope failures in lateritic soil. The soil used in the present study was collected from a location in Kerala, where a landslide had occurred in the year 2018. Results from the present study indicated that the living soil nails are effective in natural disaster reduction.作者: Needlework 時間: 2025-3-23 18:18
Conference proceedings 2023porary secant pile wall, soil nail walls, rock-fill embankment dams, performance of MSE wall, stability analysis, dynamic stability and landslide simulations, landslide early warning system, among others. This book is of interest to those in academia and industry. This book is of interest to those in academia and industry. .作者: employor 時間: 2025-3-24 01:00
https://doi.org/10.1007/978-3-8348-9754-1ing the stability of a slope when subjected to rainfall can be broadly classified into geotechnical and hydrological domains. In light of reviews done, a typical slope, which had undergone failure during rainfall, is analyzed in RS2 using in-situ information to understand the reason of failure.作者: nullify 時間: 2025-3-24 02:25
https://doi.org/10.1007/978-3-658-21567-5d rock layer. As per track alignment plan, half of the station depth is situated in sand layer and rest in rock layer. Construction of underground structure in such mixed ground condition is quite difficult, time consuming and uneconomical with ongoing conventional methods. Therefore, separate consi作者: 積極詞匯 時間: 2025-3-24 08:52 作者: conduct 時間: 2025-3-24 13:33 作者: 美麗的寫 時間: 2025-3-24 15:25 作者: 爭議的蘋果 時間: 2025-3-24 19:09 作者: confederacy 時間: 2025-3-25 02:05 作者: 2否定 時間: 2025-3-25 06:11
https://doi.org/10.1007/978-3-662-61262-0vestigation program covering the topographical, geological cum geotechnical aspects of the affected area and also on the proposed construction materials were undertaken to formulate the suitable rehabilitations measures of the failed valley slopes. The detailed engineering design by analyzing the st作者: 配偶 時間: 2025-3-25 07:30 作者: 得體 時間: 2025-3-25 13:36 作者: 哺乳動物 時間: 2025-3-25 17:45 作者: 羊齒 時間: 2025-3-25 21:27
https://doi.org/10.1007/978-3-658-16303-7eless sensor network (WSN) system is employed. The algorithm used by the WSN for early warning of landslides uses predefined thresholds for the monitored triggering parameters. Though the rainfall-based threshold model is mostly used for early warning systems, its effect on landslides is difficult t作者: CARK 時間: 2025-3-26 01:20 作者: Forage飼料 時間: 2025-3-26 06:17
Bernhard Rie?,Christoph Wallraffng in view the various uncertainties associated with the geotechnical parameters, in the study, the first-order reliability method (FORM) has been made use of as a reliability model to perform the probability-based stability analysis of the bioreactor landfill. It is observed that the safety factor 作者: deciduous 時間: 2025-3-26 09:40 作者: Immobilize 時間: 2025-3-26 15:32
,Elastic–Perfectly Plastic Behavior of Lower Siwalik Sandstones,hills of the Himalayas. The rock is classified as fine to medium grained poorly to moderately cemented gray silty sandstone and is highly to moderately jointed, with bands of mudstone (1–10?m thick). The permeability of rock mass is ranging from 10. to 10.?cm/s. The rock mass falls in Class-IV, poor作者: GNAT 時間: 2025-3-26 20:36
Effect of Volume Loss During Tunnel Construction on the Ground Surface, of soil. Computed results have been presented and discussed in the form of displacements of soil and tunnel and stress concentration surrounding the tunnel. The results obtained by finite element analysis have been compared with the available closed-form solution.作者: canvass 時間: 2025-3-26 20:59
Crack Growth in Rocks with Pre-existing Flaws Subjected to Uniaxial and Biaxial Compression, mostly governs the material failure and its pattern. The flaws present in rock mass generally exhibit both open and narrow flaw configurations in the field. In the present paper, the crack growth behavior of narrow flaws subjected to uniaxial and biaxial compression is investigated with laboratory 作者: chemical-peel 時間: 2025-3-27 02:27
Parametric Study on the Performance of Temporary Secant Pile Wall, secant pile wall due to various parameters like diameter of secant pile, overlapping distance of primary and secondary piles, material of pile, drained and undrained conditions of the soil, and struts and anchor configuration using finite element analysis. The entire finite element analysis is carr作者: expunge 時間: 2025-3-27 06:45
,Stability Analysis of Overburden Dump Slope—A Case Study of Marki Mangli-I Coal Mine, 450?m of existing and extended dump slope is found out to be 1.77 and 1.37, respectively. Factor of safety of critical section at chainage 550?m of existing and extended dump slope is found out to be 1.60 and 1.45, respectively. Probability of factor of safety less than 1.01, 1.50, and 2.0 is 0.2%,作者: Contend 時間: 2025-3-27 11:56 作者: 辮子帶來幫助 時間: 2025-3-27 14:57
Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure,his slope. It is followed by performing the probabilistic analysis to compute the failure probability using Monte Carlo Simulations for the Marappalam slope under hysteretic cycles. The findings revealed that the factor of safety of this slope changes significantly under rainfall conditions and hyst作者: BOOR 時間: 2025-3-27 18:43 作者: Engaged 時間: 2025-3-27 23:06
Response of Isolated Shallow Footing on Sloping Ground with Dynamic Loading,s 3?m, 6?m, and 9?m, each associated with different slope-angles such as 26.56° (2H:1V), 33.7° (1.5H:1V), 45° (1H:1V), and 63.4° (0.5H:1V), are taken into account. This numerical study is performed on Palxis.. In the analysis, the earthquake force is applied in terms of pseudo-static acceleration, r作者: Institution 時間: 2025-3-28 03:10
Detection, Monitoring, and Early Warning of Landslides Using In-Situ Ground-Based Monitoring Technieless sensor network (WSN) system is employed. The algorithm used by the WSN for early warning of landslides uses predefined thresholds for the monitored triggering parameters. Though the rainfall-based threshold model is mostly used for early warning systems, its effect on landslides is difficult t作者: 擔(dān)憂 時間: 2025-3-28 08:38 作者: 上下連貫 時間: 2025-3-28 12:55 作者: 放縱 時間: 2025-3-28 15:43 作者: Buttress 時間: 2025-3-28 19:09
,Elastic–Perfectly Plastic Behavior of Lower Siwalik Sandstones,ts, nuclear waste repositories, caverns for oil and gas storage, etc. In rock engineering practices, in-situ direct shear test is performed in the drifts, and depending upon on the requirements, these tests can also be conducted in trenches, which requires girders, beams, and loading arrangements to作者: 妨礙 時間: 2025-3-29 01:42 作者: generic 時間: 2025-3-29 03:08
Crack Growth in Rocks with Pre-existing Flaws Subjected to Uniaxial and Biaxial Compression,and deformation behavior and in turn complicates the design of rock structures like rock slopes, tunnels, and caverns. As rock mass behavior and corresponding failure are directly linked with pre-existing small cracks/flaws, the corresponding study becomes of utmost importance. Cracks generally init作者: 剝削 時間: 2025-3-29 10:46 作者: Malcontent 時間: 2025-3-29 13:12 作者: Living-Will 時間: 2025-3-29 19:04 作者: 美學(xué) 時間: 2025-3-29 23:22 作者: mastoid-bone 時間: 2025-3-30 03:36
,Stability Analysis of Overburden Dump Slope—A Case Study of Marki Mangli-I Coal Mine,estigation deals with stability analysis of overburden dump slope at Marki Mangli-I open cast coal mine. The stripping ratio of the Marki Mangli-I coal mine is 6.75 which is very large. Existing overburden dump of the mine consists of three benches of overall height of 30?m and bench width of 20?m. 作者: 蚊帳 時間: 2025-3-30 07:00
Living Soil Nails to Prevent Shallow Landslides in Lateritic Soil Slopes,residual soil slopes in many hilly districts of Kerala. Slope failures in unsaturated lateritic soil during rainfall are mainly caused by loss of suction due to the advancement of wetting front. Several methods are available for slope stabilization including structural and non-structural elements su作者: ingrate 時間: 2025-3-30 10:01
,Restoration Measures of Landslide Affected Valley Slope—A Case Study of Tindharia Area Along NH 55 on the valley slopes in total of three numbers of locations within the chainage from km 50?+?155 to 53?+?485 in and around location of “Tindharia” area along NH 55, i.e., Darjeeling–Siliguri road in the state of West Bengal on September 18, 2011. The landslides happened during the rainy season of th作者: 迷住 時間: 2025-3-30 15:02
Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure,epends on soil water retention. Soil suction at a given soil moisture can be evaluated by a soil water characteristic curve (SWCC). SWCCs obtained by drying and wetting the soil specimen methods are not identical due to the effect of hysteresis. The response of slopes to drying and wetting cycles du作者: cyanosis 時間: 2025-3-30 18:21
Effect of Antecedent Uniform Rainfall Pattern on the Stability of a Typical Northeastern Slope,st India are triggered primarily by rainfall and secondarily by earthquakes. Among which significant rainfall-induced landslides were attributed to antecedent rainfalls. Antecedent rainfall is the rainfall that happens before failure. There is much evidence that there is no rainfall during the lands作者: Diverticulitis 時間: 2025-3-30 22:14
Response of Isolated Shallow Footing on Sloping Ground with Dynamic Loading,every year, considerable numbers of slope failures are taking place, causing economic losses, and, in some worse cases, loss of lives as well. Ensuring the stability of slope has always been a challenging task for a geotechnical engineer, especially in an area where dynamic forces like earthquakes a作者: Bricklayer 時間: 2025-3-31 02:40 作者: LINE 時間: 2025-3-31 06:50
A Comprehensive Review on Rainfall-Induced Slope Failures: Mechanism, Models, and Influencing Facto pressure. Failure of slopes has caused significant damage to economy and infrastructure. This paper throws light on stability analysis of slopes failed due to rainfall. The mechanism, concepts, analytical and numerical model, and various influencing factors are discussed in detail. Factors influenc作者: 分開如此和諧 時間: 2025-3-31 12:52
Optimum Thickness of Veneer Cover Soil of MSW Landfill for Stability Against Uplifted-Floating Fail and durability. This influences the overall performance of the municipal solid waste (MSW) landfill. The water clogged in the drainage layer of the landfill cover system is termed as an internal seeper. The level of internal seeper in the drainage layer is defined as the immersion ratio (.), which 作者: jeopardize 時間: 2025-3-31 15:45
A Concise Review of State-of-the-Art on Landslide Monitoring and Warning System in India, human lives and property. According to NIDM 2016, India reported that slope failures affected 15% of the total area. Because of climatic changes, the frequency of landslide occurrences was rapidly increasing. As a result, it is critical to reduce the risk associated with these disasters by implemen作者: Allodynia 時間: 2025-3-31 18:10
Probabilistic Slope Stability Analysis of Bioreactor Landfills,l” is the adopted technology in one such alternative method where landfills are designed primarily to enhance the waste decomposition, gas production, and waste stabilization. In bioreactor landfill operation, leachate or waste water is recirculated in order to maintain the optimum moisture content 作者: 橫條 時間: 2025-4-1 00:59 作者: Galactogogue 時間: 2025-4-1 04:28
978-981-19-7247-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor作者: 得罪 時間: 2025-4-1 09:40
Kasinathan Muthukkumaran,Balunaini Umashankar,N. KComprises select peer-reviewed proceedings of the conference IGC 2021.Enriches understanding by including contributions from leading experts across the globe.Focuses on recent developments in geotechn作者: 腫塊 時間: 2025-4-1 13:55 作者: 轉(zhuǎn)折點 時間: 2025-4-1 14:26 作者: 壟斷 時間: 2025-4-1 19:47
Earth Retaining Structures and Stability Analysis978-981-19-7245-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Fatten 時間: 2025-4-2 00:17
Differentiation elementarer Funktionenent trough estimation is presented between empirical and numerical methods. A review of the analysis parameters has been conducted with help of numerical modeling. Numerical analysis by RS. has been applied for evaluating settlement of ground surface cause by shallow tunnel for a metro project.
