Understanding of progressive failure in view of particle crushing and it's modelling
从颗粒破碎的角度理解渐进式失效及其建模
基本信息
- 批准号:12650488
- 负责人:
- 金额:$ 2.24万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Scientific Research (C)
- 财政年份:2000
- 资助国家:日本
- 起止时间:2000 至 2001
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
This research consists of two parts; experimental and analytical. The following results were obtained. The experimental research includes 1.compression tests on a single particle, 2. One-dimensional compression tests, and 3. Loading tests on crushable model ground. A series of single particle tests revealed that there are three types of failure mode; split failure, shear failure and compressive failure, depending on the number of contact points and the relative magnitude of their contact forces. From the one- dimensional compression tests, it was observed that so-called pre-consolidation pressure is corresponding to 50 % of accumulated crushing ratio and the rate of time dependent settlement behavior become the largest at the pre-consolidation pressure, and also some jumping phenomena occur for a particular type of crushable materials. It was found from the loading tests that the time dependent behavior becomes more marked as the factor of safety for bearing capacity decreases, and the freedom of particle rotation plays an important role in determining the number of crushing particles and the zone of the crushing. DEM analysis was conducted by incorporating each particle having a number of its baby particle inside. The one-dimensional behavior was reasonably simulated if the model parameters were calibrated by the single particle test results. But the time dependent behavior was not fully simulated, suggesting that the model needs a parameter describing time dependent behavior.
本研究包括两个部分;实验和分析。得到了以下结果:实验研究包括:1.单颗粒压缩试验;2 .一维压缩试验;可破碎模型地面的加载试验。一系列单颗粒试验表明,试件存在三种破坏模式;分裂破坏,剪切破坏和压缩破坏,取决于接触点的数量和它们的接触力的相对大小。从一维压缩试验中观察到,所谓的预固结压力对应于累积破碎比的50%,在预固结压力下,随时间变化的沉降速率最大,并且对特定类型的可破碎材料也会出现跳跃现象。加载试验结果表明,随着承载安全系数的减小,颗粒的时间依赖性更加明显,颗粒的旋转自由度对破碎颗粒的数量和破碎区域起着重要的决定作用。DEM分析是通过合并每个粒子内部有许多子粒子来进行的。用单颗粒试验结果标定模型参数,可以较好地模拟其一维行为。但时间依赖行为没有得到充分的模拟,表明该模型需要一个参数来描述时间依赖行为。
项目成果
期刊论文数量(16)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
O.Kusakabe, M.Takei, Yamakawa, T: "Time Dependent Behaviour of Dry Geotechnical Materials"Proc. 3^<rd> Regional Symp. on Infrastructure Development in Civil Engineering. 305-315 (2000)
O.Kusakabe、M.Takei、Yamakawa、T:“干燥岩土材料的时间依赖性行为”Proc。
- DOI:
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- 影响因子:0
- 作者:
- 通讯作者:
武井,日下部,林: "破砕性円柱積層供試体一次元圧縮試験における時間依存挙動"第35回地盤工学研究発表会概要集. 1. 717-718 (2000)
Takei、Kusakabe、Hayashi:“易碎圆柱形层压试样的一维压缩试验中的时间相关行为”第 35 届岩土工程研究会议摘要集 1. 717-718 (2000)。
- DOI:
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- 影响因子:0
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武井,日下部,林,山川: "粒子破砕による時間依存挙動に関する基礎的研究-破砕性材料の一次元圧縮試験およびフーチング載荷実験-"土と基礎. 48-10. 7-10 (2000)
Takei、Kusakabe、Hayashi、Yamakawa:“颗粒破碎引起的时间相关行为的基础研究 - 易碎材料的一维压缩试验和基础加载实验 -”Soil to Foundation 48-10 (2000)。
- DOI:
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- 影响因子:0
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藤江昌晴, 武井正孝, 永井義之, 日下部治: "載荷径路の違いによる単粒子の破砕モード"第37回地盤工学研究発表会. (予定). (2002)
Masaharu Fujie、Masataka Takei、Yoshiyuki Nagai、Osamu Kusakabe:“由于加载路径差异导致的单颗粒断裂模式”第 37 届岩土工程研究会议(预定)。
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
- 作者:
- 通讯作者:
M. Takei, O. Kusakabe: "DEM analysis on time-dependent behaviour due to particle crushing"Proc. 56th Japan Society of Civil Engineers Annual Meeting. 34-35 (2001)
M. Takei,O. Kusakabe:“颗粒破碎导致的时间相关行为的 DEM 分析”Proc。
- DOI:
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- 影响因子:0
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KUSAKABE Osamu其他文献
KUSAKABE Osamu的其他文献
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{{ truncateString('KUSAKABE Osamu', 18)}}的其他基金
Development of Gross National safety for natural disasters
自然灾害国家安全总体发展
- 批准号:
25560184 - 财政年份:2013
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Challenging Exploratory Research
Fundamental study on seismic stability of tunnels in weakly cemented soil and its countermeasures
弱胶结土隧道地震稳定性基础研究及对策
- 批准号:
20246079 - 财政年份:2008
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Seismic stability of urban tunnels in shallow depth
城市浅埋隧道地震稳定性
- 批准号:
17206050 - 财政年份:2005
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$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Microscopic study on crushability and compressibility of residual soils
残余土的破碎性和压缩性的微观研究
- 批准号:
09650541 - 财政年份:1997
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
Design of drum centrifuge with two-directional shaking
双向振荡转鼓离心机的设计
- 批准号:
08555124 - 财政年份:1996
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Department of experimental system for soil-water-structure coupled models by using a drum centrifuge
转鼓离心机土-水-结构耦合模型实验系统系
- 批准号:
07455192 - 财政年份:1995
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
An experimental study of applicability of centrifuge loading test on naturally deposited soil
自然堆积土离心加载试验适用性试验研究
- 批准号:
05452241 - 财政年份:1993
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for General Scientific Research (B)
Study of the Applicability of a Drum Centrifuge to Model the Process Self-weight Consolidation of a Soft Clay
转鼓离心机模拟软粘土自重固结过程的适用性研究
- 批准号:
01850112 - 财政年份:1989
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research (B).
Study on the Behavior of Long-Structures Modeled in a Drum Centrifuge
转鼓离心机中长结构建模行为的研究
- 批准号:
63550356 - 财政年份:1988
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for General Scientific Research (C)
Stability of a levee modelled in a geotechnical drum centrifuge.
在岩土转鼓离心机中模拟的堤坝稳定性。
- 批准号:
60550342 - 财政年份:1985
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for General Scientific Research (C)
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