標題: Titlebook: Geotechnics for Sustainable Infrastructure Development; Phung Duc Long,Nguyen Tien Dung Conference proceedings 2020 Springer Nature Singap [打印本頁] 作者: Cleveland 時間: 2025-3-21 16:10
書目名稱Geotechnics for Sustainable Infrastructure Development影響因子(影響力)
書目名稱Geotechnics for Sustainable Infrastructure Development影響因子(影響力)學科排名
書目名稱Geotechnics for Sustainable Infrastructure Development網(wǎng)絡公開度
書目名稱Geotechnics for Sustainable Infrastructure Development網(wǎng)絡公開度學科排名
書目名稱Geotechnics for Sustainable Infrastructure Development被引頻次
書目名稱Geotechnics for Sustainable Infrastructure Development被引頻次學科排名
書目名稱Geotechnics for Sustainable Infrastructure Development年度引用
書目名稱Geotechnics for Sustainable Infrastructure Development年度引用學科排名
書目名稱Geotechnics for Sustainable Infrastructure Development讀者反饋
書目名稱Geotechnics for Sustainable Infrastructure Development讀者反饋學科排名
作者: 苦笑 時間: 2025-3-21 23:39
Settlement behavior of piled raft foundation supporting residential building adjacent to tall pile fan 18-story building supported by pile foundation. The strain acts on piles, contact earth pressure between raft and soil, water pressure beneath the raft and the settlements at 1st floor or B1 floor were measured. From the long-term field monitoring, the load sharing between raft and piles was eval作者: 遭遇 時間: 2025-3-22 02:32
Settlement and pile response in a long-term vertically loaded piled raft foundation model on saturat prepared by consolidating a slurry mixture of Kasaoka clay and Silica sand. The model foundation consisted of a square raft and 9 piles with a pile spacing of 3. (.: pile diameter). For the loading test of PR, vertical load was increased by multiple steps and each load step was maintained for a suf作者: gene-therapy 時間: 2025-3-22 07:41 作者: capsaicin 時間: 2025-3-22 12:31
Study on effect of vertical load on performance of horizontallyloaded pile foundations through threeional finite element method. In this study, horizontal load tests on pile foundation models, working in different supporting conditions of pile group or piled raft, in a dry silica sand ground are simulated. The hypoplastic model, an incrementally nonlinear constitutive model, is used to model the g作者: 反饋 時間: 2025-3-22 14:00 作者: 反饋 時間: 2025-3-22 19:18 作者: 確認 時間: 2025-3-22 22:57
Linear analysis of a circular pile under vertical load in layered soilssoils. The properties of each soil layer are assumed to be constant but can vary from layer to layer. The method is based on energy principles and variational approach with an explicit solution by using the finite element method in pile displacement approximation. Bar elements models the pile and so作者: 圍裙 時間: 2025-3-23 04:28
Influence of horizontal loading position on lateral resistance characteristics of pilessubgrade reaction models, which demonstrate the response of the ground. However, sufficient understanding is still lacking. The impact of the subgrade reactions on the horizontal resistance characteristics of a pile depends on the deformation mode of the pile. In this study, the relationship between作者: 裙帶關系 時間: 2025-3-23 08:58 作者: giggle 時間: 2025-3-23 09:53
Analytical evaluation of deformation behavior of cantilever type retaining wall using large diameterapplied for high retaining wall using large diameter steel pipe piles with high flexural rigidity. In the design of large diameter pile wall, a conventional method used for small height flexible sheet pile walls is adopted. However, this method may not be rational to high retaining height large diam作者: Iatrogenic 時間: 2025-3-23 17:21 作者: 軍械庫 時間: 2025-3-23 19:10
Effects of plugging on toe bearing capacity of open-ended pilesected for the pile. However, an estimation of the bearing capacity of deeply embedded piles with a large diameter has complex problems such as an increased bearing capacity owing to a deep embedment, and the plugging effect is decreased when using large-diameter piles. In this study, a double-pipe m作者: V切開 時間: 2025-3-23 22:48 作者: 小口啜飲 時間: 2025-3-24 05:59 作者: upstart 時間: 2025-3-24 07:40 作者: Exposure 時間: 2025-3-24 12:03
The impact of groundwater lowering on pile bearing capacity in Hanoi – Vietnam result in geotechnical hazards in changing the mechanism of the underground environment, especially risks relate to the deep foundation. As a result of lowering groundwater, the bearing capacity of the existing piles could be reduced significantly due to development of the negative skin friction. T作者: 窗簾等 時間: 2025-3-24 15:46 作者: 上下倒置 時間: 2025-3-24 19:25 作者: Affection 時間: 2025-3-25 01:53
Health Effects: Exposure-Response Functions,s considered the influence of the difference in the deformation mode of the pile due to the difference in the horizontal loading position. Based on the above observations, it was suggested that the PHRI method of the type S model, assuming the Winkler-Spring model, is applicable only to the limited deformation mode.作者: 賭博 時間: 2025-3-25 05:28 作者: Feckless 時間: 2025-3-25 09:52
Evil Developers and Green Fairieslugging on the bearing capacity distribution of a pile toe was examined. As the results indicate, the difference in resistance acting on each part of the open-ended pile decreased with the occurrence of plugging.作者: 討人喜歡 時間: 2025-3-25 12:33
https://doi.org/10.1007/978-3-319-49760-0ent methods were employed to back analyze the actual monitoring data. The results of the analysis have showed a good agreement with the actual monitoring data and the areas of Hanoi City influenced by lowering groundwater for the bearing capacity of the pile have been established to assist the deep foundation design.作者: 聯(lián)想記憶 時間: 2025-3-25 17:36 作者: 滑稽 時間: 2025-3-25 21:15 作者: 貿易 時間: 2025-3-26 03:24
Influence of cyclic pile behaviour caused by surging and vibratory pile driving on the penetration rl dilation under monotonic pile movement in the .. It was found that the pile penetration resistance and bearing capacity were related to the soil deformation behaviour, namely contraction under cyclic pile movement and dilation under monotonic pile movement.作者: Interlocking 時間: 2025-3-26 06:14
Effects of plugging on toe bearing capacity of open-ended pileslugging on the bearing capacity distribution of a pile toe was examined. As the results indicate, the difference in resistance acting on each part of the open-ended pile decreased with the occurrence of plugging.作者: Obedient 時間: 2025-3-26 09:29
The impact of groundwater lowering on pile bearing capacity in Hanoi – Vietnament methods were employed to back analyze the actual monitoring data. The results of the analysis have showed a good agreement with the actual monitoring data and the areas of Hanoi City influenced by lowering groundwater for the bearing capacity of the pile have been established to assist the deep foundation design.作者: 招待 時間: 2025-3-26 15:18 作者: 適宜 時間: 2025-3-26 19:57 作者: 使尷尬 時間: 2025-3-26 22:35 作者: 令人發(fā)膩 時間: 2025-3-27 04:09 作者: ingestion 時間: 2025-3-27 06:18 作者: 清楚 時間: 2025-3-27 12:54 作者: 休戰(zhàn) 時間: 2025-3-27 14:19
A study on the behavior of pile supported footings on sandcase of a piled raft with relatively smaller width, supported on two rows of piles on the edges was studied with small scale 1g model tests for understanding the basic behavior and a numerical study to obtain the details of raft settlement and the shaft stress distribution along the pile length.作者: EPT 時間: 2025-3-27 19:07 作者: 膽小懦夫 時間: 2025-3-27 22:56
A method for the evaluation of ultimate lateral load capacity of pile foundationrmed based on the elastic-plastic analysis. The purpose is to present the procedure for evaluating the ultimate lateral load capacity of pile bent and to prove the reliability about the fundamental of mechanics of proposed method.作者: ostensible 時間: 2025-3-28 05:24
Conference proceedings 2020uijen (Belgium), Prof. Delwyn Fredlund (Canada), Prof. Lidija Zdravkovic (UK), Prof. Masaki Kitazume (Japan), and Prof. Mark Randolph (Australia). Four invited lectures are given by Prof. Charles Ng, ISSMGE President, Prof.Eun Chul Shin, ISSMGE Vice-President for Asia, Prof. Norikazu Shimizu (Japan), and Dr.Kenji Mori (Japan)...?.作者: 滑稽 時間: 2025-3-28 08:50 作者: 通情達理 時間: 2025-3-28 14:19 作者: 職業(yè)拳擊手 時間: 2025-3-28 17:07 作者: 自戀 時間: 2025-3-28 22:39 作者: caldron 時間: 2025-3-29 01:16 作者: Irritate 時間: 2025-3-29 07:02 作者: 職業(yè) 時間: 2025-3-29 07:59 作者: Dysplasia 時間: 2025-3-29 14:47
Minerals-Handling and Processingously inaccurate and it is difficult to understand how the frictions are mobilized. This study proposes a simplified method for pile design that can overcome the mentioned difficulties. The results of this study show that this method may be applied to design practices.作者: MINT 時間: 2025-3-29 18:05
Settlement and pile response in a long-term vertically loaded piled raft foundation model on saturatith elapsed time. The rate of settlement was basically proportional to the dissipation rate of pore pressure beneath the raft base. In secondary consolidation period, the pile load was slightly reduced under smaller applied load, and stable under larger applied load.作者: 條約 時間: 2025-3-29 22:15 作者: GRATE 時間: 2025-3-30 00:28
Study on effect of vertical load on performance of horizontallyloaded pile foundations through threeof numerical analyses are conducted to investigate the influence of vertical load on the horizontal response of the foundations. The analysed results indicate that the increase of vertical load leads to the increase of the horizontal resistance and the internal forces of the piles are influenced by the vertical load level.作者: 細胞 時間: 2025-3-30 05:34
Vertical loading test of foundation pile of Source of the Nile Bridge in Uganda comparing: pile head only, the average of acceleration per depth and acceleration of pile head cross the acceleration ratio of pile head and toe. We found that the only tolerance of third way of calculating would not be overestimated which is very important to safety.作者: 錢財 時間: 2025-3-30 12:09
Linear analysis of a circular pile under vertical load in layered soilsment of soil as a function of the radial distance at any depth, and equivalent stiffness of the pile-soil system. Validation of the proposed method is conducted by comparing its results to analytical solutions, three-dimensional finite element analyses, and a field load test.作者: 悲痛 時間: 2025-3-30 12:30
Analytical evaluation of deformation behavior of cantilever type retaining wall using large diametern parameter. From the comparison with centrifuge model results, it was confirmed that the retaining wall behavior can be evaluated by the analytical models and the minimum embedment length requirement by the conventional method could be over-conservative.作者: Opponent 時間: 2025-3-30 19:54
Pile foundation supporting a waste water treatment reservoir in Binh Chanh soft claysoil layer. Adoption of Chin’s method was done accordingly to determine the ultimate bearing capacity of those tested piles. A correlation between the pressing force and ultimate/allowable bearing capacity is eventually established in order to confirm the bearing of the pile group under the waste water treatment reservoir for permanent operation.作者: engender 時間: 2025-3-31 00:46 作者: jagged 時間: 2025-3-31 03:50 作者: CAGE 時間: 2025-3-31 05:18 作者: plasma 時間: 2025-3-31 10:57
Decision Making and Environmental Educationgn criteria are then set out, and a three-stage design process is outlined. The importance of geotechnical site characterization is emphasised. Some of the available design tools are discussed, together with their limitations, and a comparison is made of analysis results from four different programs作者: Integrate 時間: 2025-3-31 16:47
Environmental Education & Teacher Educationan 18-story building supported by pile foundation. The strain acts on piles, contact earth pressure between raft and soil, water pressure beneath the raft and the settlements at 1st floor or B1 floor were measured. From the long-term field monitoring, the load sharing between raft and piles was eval作者: 摻和 時間: 2025-3-31 18:32
Larry J. Danek,Michael S. Tomlinson prepared by consolidating a slurry mixture of Kasaoka clay and Silica sand. The model foundation consisted of a square raft and 9 piles with a pile spacing of 3. (.: pile diameter). For the loading test of PR, vertical load was increased by multiple steps and each load step was maintained for a suf作者: Throttle 時間: 2025-3-31 23:26 作者: 沙漠 時間: 2025-4-1 05:17
