找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

123456
返回列表
打印 上一主題 下一主題

Titlebook: Advanced Research on Shallow Foundations; Proceedings of the 2 Hany Shehata,Braja Das Conference proceedings 2019 The Editor(s) (if applica

[復(fù)制鏈接]
樓主: introspective
51#
發(fā)表于 2025-3-30 10:45:12 | 只看該作者
Back Matterternetauftritte der genannten Unternehmen). Zu unterscheiden ist die Domain von dem Begriff ?Content“. Vereinfacht formuliert ist die Domain die Adresse unter der man eine Internetseite findet. Der Content (engl.: Inhalt) ist dann der Inhalt, der auf der Internetseite dargestellt ist. Die Domain unt
52#
發(fā)表于 2025-3-30 16:12:32 | 只看該作者
Jon-Michael Deldin,Megan Schuknecht by field and laboratory tests, by in-situ pile load tests and the numerical back-analysis using the Finite-Element-Method (FEM). The comprehensive research investigations show, that the stiffness of Dubai Sandstone and Dubai Siltstone is more than 20 times higher as it is assumed up to now. The pap
53#
發(fā)表于 2025-3-30 18:07:03 | 只看該作者
Julie S. Linsey,Vimal K. Viswanathanect of variation in the magnitude of static allowable load and increase in the amplitude of cyclic load on the behavior of the foundation is observed. Based on the results obtained from the numerical study, the critical number of load cycles (.) after which the settlement becomes negligible for furt
54#
發(fā)表于 2025-3-30 22:03:00 | 只看該作者
55#
發(fā)表于 2025-3-31 04:52:13 | 只看該作者
Hans Frauenfelder,Kelvin Chu,Robert Philippmetry..There was conducted comprehensive research, which included the simulation of compressive stresses of soil depending on a geometry of a pile foundation, and plate model experiments. Based on its results and taking into account physical-mechanical soil properties there have been selected techno
56#
發(fā)表于 2025-3-31 05:20:35 | 只看該作者
Toshio Fukuda,Yasuhisa Hasegawaion problems, the numerical analysis was carried out for three cases: (1) a fixed-base structure, (2) a structure rested on silty sandy soil, and (3) a structure supported by raft foundation and rested on silty sandy soil. The results, presented in terms of the structural lateral deflection and base
57#
發(fā)表于 2025-3-31 11:37:53 | 只看該作者
58#
發(fā)表于 2025-3-31 17:02:09 | 只看該作者
59#
發(fā)表于 2025-3-31 19:40:31 | 只看該作者
I. Montoliu,K. C. Persaud,M. Shah,S. Marco the grout and place electrodes on the foundation surface prior the reconstruction. That allows to control the injection process by the measurement of the electrical conductivity of the foundation substance. Moreover, the application of ferro-materials as additive allows to increase the degree of fi
123456
返回列表
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務(wù)流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學(xué) Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點(diǎn)評(píng) 投稿經(jīng)驗(yàn)總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機(jī)版|小黑屋| 派博傳思國(guó)際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-14 06:33
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復(fù) 返回頂部 返回列表
剑川县| 衡山县| 高清| 阳江市| 区。| 黎城县| 休宁县| 措勤县| 施甸县| 浦城县| 剑川县| 万全县| 临朐县| 时尚| 梨树县| 慈溪市| 巩留县| 宁远县| 宁化县| 新田县| 青铜峡市| 紫金县| 玉林市| 蓬安县| 波密县| 蛟河市| 郴州市| 贺兰县| 浪卡子县| 新建县| 洛南县| 浪卡子县| 青海省| 黄陵县| 双桥区| 合江县| 鹿泉市| 高邮市| 兴海县| 搜索| 泸溪县|