作者: GLARE 時(shí)間: 2025-3-21 21:35 作者: hypotension 時(shí)間: 2025-3-22 03:36
Burnout – Herausforderung für die Kircheestigation in the area. The stability analysis is carried out under both steady and transient states using SLOPE/W and SEEP/W software. A factor of safety map of the study area is also prepared from the GIS-TISSA model. Finally, a landslide susceptibility map of the area is generated by leveraging the results from both field study and GIS model.作者: 招惹 時(shí)間: 2025-3-22 08:28 作者: 展覽 時(shí)間: 2025-3-22 12:38
Seismic Response of Shallow Strip Footing with Log-Spiral Failure Mechanism Using Limit Analysis,e along with the comparative study with available solutions under seismic conditions to show the efficiency of the proposed modification. From the comparative study, it is seen that the present log-spiral failure mechanism result is found to be lesser than other researchers in the seismic case.作者: Moderate 時(shí)間: 2025-3-22 14:02
Landslide Susceptibility Analysis and Mapping in Sastha Valley of Periyar River Basin,estigation in the area. The stability analysis is carried out under both steady and transient states using SLOPE/W and SEEP/W software. A factor of safety map of the study area is also prepared from the GIS-TISSA model. Finally, a landslide susceptibility map of the area is generated by leveraging the results from both field study and GIS model.作者: Moderate 時(shí)間: 2025-3-22 20:36 作者: Collision 時(shí)間: 2025-3-22 23:42 作者: Antagonism 時(shí)間: 2025-3-23 03:42
2366-2557 papers presented in this volume analyze failures connected to geotechnical and geological origins to improve professional practice, codes of analysis and design.?This volume will prove useful to researchers and practitioners alike.??.978-981-15-6235-8978-981-15-6233-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Annotate 時(shí)間: 2025-3-23 09:19
https://doi.org/10.1007/978-3-322-99409-7es of factor of safety obtained by the dynamic analysis considering log-spiral rupture surface are lower than the corresponding values obtained by the dynamic analyses assuming circular and planer failure surface.作者: ETCH 時(shí)間: 2025-3-23 10:51
https://doi.org/10.1007/978-3-663-14462-5iability index . for different realizations over the dam geometry. The reliability index . thus estimated shows that the dam is stable and safe from slope failure point of view under different seepage loadings.作者: epicondylitis 時(shí)間: 2025-3-23 15:48
Hans-Joachim Spanger,Lothar Brockwall. Midas is used to do FEM modeling of the problem. The wall is analyzed under static and seismic loading conditions. A detailed sensitivity analysis is carried out to understand the displacements of wall.作者: incubus 時(shí)間: 2025-3-23 20:31 作者: 移動(dòng) 時(shí)間: 2025-3-23 23:08
Die magische Welt der Beratung, static and dynamic case with and without embedment effects are considered. In the foundation design, uncertainties in SSI are also accounted. The results obtained for various aspects mentioned above have been discussed.作者: evince 時(shí)間: 2025-3-24 02:46 作者: myriad 時(shí)間: 2025-3-24 10:16 作者: avenge 時(shí)間: 2025-3-24 13:08
Multivariate Adaptive Regression Spline Based Reliability Analysis of Stability of Durgawati Eartheiability index . for different realizations over the dam geometry. The reliability index . thus estimated shows that the dam is stable and safe from slope failure point of view under different seepage loadings.作者: 闡釋 時(shí)間: 2025-3-24 18:28
Behavior of Reinforced Retaining Wall Against Railway Embankment Using Midas Under Static and Seismwall. Midas is used to do FEM modeling of the problem. The wall is analyzed under static and seismic loading conditions. A detailed sensitivity analysis is carried out to understand the displacements of wall.作者: 賞心悅目 時(shí)間: 2025-3-24 22:34
Analysis of Retaining Wall in Static and Seismic Condition with Inclusion of Geofoam Using Plaxis 2all. Parametric study of retaining wall has been done by changing various densities of EPS geofoam and thickness. This study shows that inclusion of EPS geofoam reduces the pressure on retaining wall in static as well as seismic condition.作者: Fortify 時(shí)間: 2025-3-25 00:05 作者: 只有 時(shí)間: 2025-3-25 04:11
Evolution in Liquefaction Strength of Ganga River Sand Due to Intrusion of Non-plastic Silt,uggests that the rate of EPWP generation has decreased initially upto 10% silt content, and thereafter, at 30% silt content the rate has increased tremendously which eventually got reduced at soil sample having 100% silt.作者: 思考才皺眉 時(shí)間: 2025-3-25 08:46
https://doi.org/10.1007/978-3-662-26354-9. soil is done here. Upper-bound limit analysis method in pseudo-static approach with log-spiral failure mechanisms having the base angle of left triangular rigid block at left footing edge is assumed. Effects of both the horizontal and vertical seismic acceleration coefficients have been found to a作者: Brocas-Area 時(shí)間: 2025-3-25 14:22 作者: LEVY 時(shí)間: 2025-3-25 16:00 作者: apiary 時(shí)間: 2025-3-25 23:55 作者: BRUNT 時(shí)間: 2025-3-26 01:02 作者: 工作 時(shí)間: 2025-3-26 04:19
State of the Art der Forschung,nt loss of life and property in hilly and gully regions. Field studies that identify and map landslides are expensive and time-consuming as it includes the cost of the survey, travelling, workforce, and instrument. Although progression in technology and availability of high-resolution remote sensing作者: CALL 時(shí)間: 2025-3-26 08:31
https://doi.org/10.1007/978-3-322-90909-1 water table (i.e., in unsaturated zone). In this zone, suction develops, which increases the slope stability in dry conditions. During rainfall, water infiltrates into the soil pores due to which suction stress decreases significantly, and thereby, stability of slope decreases. Relation between soi作者: FILTH 時(shí)間: 2025-3-26 14:19 作者: Inflammation 時(shí)間: 2025-3-26 18:51 作者: 陰險(xiǎn) 時(shí)間: 2025-3-27 00:20
https://doi.org/10.1007/978-3-642-91650-2ity to analyze the stability of the slope before designing a slope or a structure near or on it. This paper includes the qualitative stability analysis of a slope located at Karcham Wangtoo in Wangtu, Kinnaur, Himachal Pradesh, India. The qualitative sense lies in the fact that the least stable cond作者: 急急忙忙 時(shí)間: 2025-3-27 03:55
https://doi.org/10.1007/978-3-662-29097-2ves more on tourism; hence, it is essential to take proper attention in these areas. The objectives of the present study include generation of a landslide inventory, damage assessment, hazard mapping and subsequently risk analysis. The aim is to identify the causative factors responsible for landsli作者: TRACE 時(shí)間: 2025-3-27 09:03 作者: Complement 時(shí)間: 2025-3-27 12:08
https://doi.org/10.1007/978-3-658-36566-0 be hazardous and/or toxic in nature; therefore, it is pertinent to design these storage structures in such a way that they are stable on the wake of slope failures due to accidents arising from natural and anthropogenic activities. In this paper, an attempt has been made to study the seepage and st作者: SPER 時(shí)間: 2025-3-27 13:36 作者: 無(wú)法解釋 時(shí)間: 2025-3-27 18:54
https://doi.org/10.1007/978-3-662-33293-1re on retaining wall plays an important role to ensure safety of such structure. The dynamic lateral earth pressure on retaining wall during earthquake condition is always greater than static lateral earth pressure and can induce large destabilizing force. Plaxis 2D software accomplishes the analysi作者: sinoatrial-node 時(shí)間: 2025-3-28 00:33 作者: 者變 時(shí)間: 2025-3-28 02:51
Die magische Welt der Beratung,perstructures. In case of tall structures like chimneys, the base moments will be high and hence need to be checked for both maximum and minimum bearing pressures and ensure that the safe bearing pressure is not exceeded and also the possible uplift if any is limited to the guidelines suggested by t作者: coltish 時(shí)間: 2025-3-28 07:54 作者: SLAY 時(shí)間: 2025-3-28 14:17
978-981-15-6235-8Springer Nature Singapore Pte Ltd. 2021作者: thrombus 時(shí)間: 2025-3-28 15:31
Geohazards978-981-15-6233-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: BINGE 時(shí)間: 2025-3-28 19:46 作者: 模范 時(shí)間: 2025-3-29 02:22 作者: Guaff豪情痛飲 時(shí)間: 2025-3-29 07:06
Conference proceedings 2021dies related to earthquake geotechnical engineering,?slope stability, and landslides. The papers presented in this volume analyze failures connected to geotechnical and geological origins to improve professional practice, codes of analysis and design.?This volume will prove useful to researchers and practitioners alike.??.作者: jocular 時(shí)間: 2025-3-29 10:40 作者: aneurysm 時(shí)間: 2025-3-29 14:25 作者: Memorial 時(shí)間: 2025-3-29 16:03 作者: 傳授知識(shí) 時(shí)間: 2025-3-29 23:37
https://doi.org/10.1007/978-3-658-23957-2he slope with variation in slope height and slope angle has been performed using SLOPE/W software. The resulting change in the factor of safety is calculated. The analysis would help in understanding the possible failure scenarios of the landslide area, and effective measures could be taken to reduc作者: CAPE 時(shí)間: 2025-3-30 02:02
https://doi.org/10.1007/978-3-662-33297-9he software through co-ordinates. Many studies have been carried out using numerical analysis for The Nilgiris area but in this study, realistic site conditions and parameters have been incorporated. The analysis was carried using wetting depths of 2?m, 3?m, 4?m and 5?m at the edge of the slopes and作者: MARS 時(shí)間: 2025-3-30 07:11 作者: Encephalitis 時(shí)間: 2025-3-30 12:13 作者: 討好女人 時(shí)間: 2025-3-30 13:39
https://doi.org/10.1007/978-3-658-36566-0accelerations. It was found that the use of horizontal drain ensured the depletion of phreatic surface and improved the stability of the dam in the downstream side under both static and seismic conditions. A comparison has been made for obtaining the most suitable configuration for the construction.作者: 含糊 時(shí)間: 2025-3-30 20:17
Die Arbeiten der Kommission im Jahre 1881,t vertical stresses at critical points and the forces in RC liners of both horizontally and vertically aligned twin tunnels increase during the earthquake for a pillar width equal to half the diameter of tunnels. These vertical stresses and forces in RC liners have been found to reduce with increase作者: Trypsin 時(shí)間: 2025-3-30 22:01
,Investigations and Mitigation Measures of Landslide Affected Areas in Hill Roads of East Africa—Cas different methods of mitigation measures, namely flattening of slope with or without provision of intermediate berms, provision of lateral support by gravity retaining wall at toe of hill slope or at road edge on valley slope side including proper slope protection and drainage measures adopted in t作者: 直覺好 時(shí)間: 2025-3-31 04:03 作者: 希望 時(shí)間: 2025-3-31 07:42 作者: 難聽的聲音 時(shí)間: 2025-3-31 12:50 作者: Facilities 時(shí)間: 2025-3-31 15:50
Stability Analysis of Hill Slopes in The Nilgiris, Tamil Nadu,he software through co-ordinates. Many studies have been carried out using numerical analysis for The Nilgiris area but in this study, realistic site conditions and parameters have been incorporated. The analysis was carried using wetting depths of 2?m, 3?m, 4?m and 5?m at the edge of the slopes and作者: 智力高 時(shí)間: 2025-3-31 21:08 作者: Deject 時(shí)間: 2025-3-31 23:22 作者: SPURN 時(shí)間: 2025-4-1 04:08 作者: fibroblast 時(shí)間: 2025-4-1 08:31
Static and Seismic Analysis of Twin Metro Underground Tunnels,t vertical stresses at critical points and the forces in RC liners of both horizontally and vertically aligned twin tunnels increase during the earthquake for a pillar width equal to half the diameter of tunnels. These vertical stresses and forces in RC liners have been found to reduce with increase作者: 蒙太奇 時(shí)間: 2025-4-1 10:48
