• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

通过离心试验确定的锥形桩中的应力:比例假设的失效

Stress in conic piles determined by a centrifuge experiment: breakdown of scaling hypothesis.

作者信息

Evesque P, Noblet S, Rault G

机构信息

Laboratoire MSSM, Ecole Centrale Paris, F-92295 Châtenay-Malabry, France.

出版信息

Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics. 1999 Jun;59(6):R6259-62. doi: 10.1103/physreve.59.r6259.

DOI:10.1103/physreve.59.r6259
PMID:11969733
Abstract

It is found experimentally that vertical-stress field in a conic pile depends on gravity level, building process, and loading story. For instance, a conic pile with inclined strata does exhibit a minimum of stress in the center, whereas conic pile with horizontal strata does not; both piles exhibit an arching effect, which increases with gravity. This questions the assumptions of radius stress field scaling. Amplitude of the stress dip is found to be 10%, which is much smaller than what was found in previous experiments.

摘要

实验发现,锥形桩中的垂直应力场取决于重力水平、施工过程和加载层数。例如,具有倾斜地层的锥形桩在中心确实会出现应力最小值,而具有水平地层的锥形桩则不会;两种桩都表现出拱效应,且该效应会随着重力增加。这对半径应力场缩放的假设提出了质疑。应力下降幅度为10%,远小于先前实验中的发现。

相似文献

1
Stress in conic piles determined by a centrifuge experiment: breakdown of scaling hypothesis.通过离心试验确定的锥形桩中的应力:比例假设的失效
Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics. 1999 Jun;59(6):R6259-62. doi: 10.1103/physreve.59.r6259.
2
Modeling of stress distribution in granular piles: Comparison with centrifuge experiments.
Chaos. 1999 Sep;9(3):523-543. doi: 10.1063/1.166427.
3
The sandpile revisited: computer assisted determination of constitutive relations and the breaking of scaling.沙堆模型再探:计算机辅助确定本构关系与标度律的破坏
Soft Matter. 2017 Jul 26;13(29):5008-5020. doi: 10.1039/c7sm01060e.
4
[A review of mathematical descriptors of corneal asphericity].[角膜非球面性数学描述符综述]
J Fr Ophtalmol. 2002 Jan;25(1):81-90.
5
Effect of heterogeneity and anisotropy related to the construction method on transfer processes in waste rock piles.与构建方法相关的非均质性和各向异性对废石堆中传输过程的影响。
J Contam Hydrol. 2016 Jan;184:35-49. doi: 10.1016/j.jconhyd.2015.12.002. Epub 2015 Dec 22.
6
Memories in sand: experimental tests of construction history on stress distributions under sandpiles.
Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics. 1999 Nov;60(5 Pt A):R5040-3. doi: 10.1103/physreve.60.r5040.
7
Pullout capacity of batter pile in sand.砂土地基中灌注桩的抗拔承载力。
J Adv Res. 2013 Mar;4(2):147-54. doi: 10.1016/j.jare.2012.04.001. Epub 2012 May 7.
8
Attenuation of pressure dips underneath piles of spherocylinders.群桩下压力凹陷的衰减。
Soft Matter. 2018 May 30;14(21):4404-4410. doi: 10.1039/c8sm00280k.
9
Impact of tunnelling on piles in Parisian subsoil: dataset of in-situ measurements in the ground and on three instrumented piles.隧道施工对巴黎地下土层中桩的影响:现场地面测量及三根仪器监测桩的数据集
Data Brief. 2023 Feb 11;47:108971. doi: 10.1016/j.dib.2023.108971. eCollection 2023 Apr.
10
Sound radiation from impact-driven raked piles.
J Acoust Soc Am. 2017 Jul;142(1):1. doi: 10.1121/1.4990021.