| 查看: 250 | 回复: 1 | ||
| 本帖产生 1 个 博学EPI ，点击这里进行查看 | ||
dzipan捐助贵宾 (著名写手)
|
[交流]
论文检索求助
|
|
回复此楼
ganchunlei
至尊木虫 (著名写手)
- 博学EPI: 166
- 应助: 0 (幼儿园)
- 贵宾: 2.296
- 金币: 12591.6
- 散金: 514
- 红花: 8
- 沙发: 2
- 帖子: 2353
- 在线: 1469.4小时
- 虫号: 257983
- 注册: 2006-06-10
- 性别: MM
- 专业: 有机分析
dzipan(金币+2, 博学EPI+1): 2010-09-05 16:09:42
|
被EI检索： Accession number: 20064910287590 Title: Analysis of pile-soil interaction by computer simulation Authors: Guang, Zhang1 ; Dongzi, Pan2 ; Jingxi, Chen1 ; Aifang, Zhou1 Author affiliation: 1 School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China 2 Institute of Rock and Soil Engineering, Construction Engineering Department, Zhejiang University, Zhejiang 310027, China Corresponding author: Guang, Z. (gzhang58@163.com) Source title: Key Engineering Materials Abbreviated source title: Key Eng Mat Volume: 326-328 II Issue date: 2006 Publication year: 2006 Pages: 1531-1534 Language: English ISSN: 10139826 CODEN: KEMAEY Document type: Conference article (CA) Publisher: Trans Tech Publications Ltd Abstract: In this paper, a numerical model to simulate the interaction of pile-soil based on the one-dimension stress wave theory is established, which can provide the propagating process and reflection characteristics of stress wave under impulsed load in concrete piles. The simulation is carried on about the stress wave in integrated pile and defective pile, which provide all kinds of the propagating characteristics. It can enhance the accuracy of dynamic test. The validity of this approach is verified through the comparison of the measured curve and the simulated 本文来自: 小木虫论坛 https://muchong.com/bbs/viewthread.php?tid=2366649 |
2楼2010-09-05 11:45:42
