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)

打印 上一主題 下一主題

Titlebook: Deep Foundations for Infrastructure Development in India; Proceedings of DFI-I A. Murali Krishna,Subhadeep Banerjee,N. Kumar Pitc Conferenc

[復制鏈接]
樓主: 全體
21#
發(fā)表于 2025-3-25 06:37:12 | 只看該作者
22#
發(fā)表于 2025-3-25 08:42:11 | 只看該作者
23#
發(fā)表于 2025-3-25 13:20:22 | 只看該作者
Forensic Evaluation of Bored Piles for a Factory Project at Jhajjarjoining piles helped confirm the bulging of piles at shallow depth. The paper highlights the importance of implementing a well-planned quality assurance program to confirm that all piles installed are of the desired quality.
24#
發(fā)表于 2025-3-25 19:05:19 | 只看該作者
“Digital Specialist Foundations”—Using the Digital Twin During Project Execution manually recorded quality-relevant reports—during execution phase are displayed. In this context, the benefit of the digital twin to optimize processes, to reduce defect costs, for a more effective reporting system, and the further usage of as-built information in the BIM or GIS process are described.
25#
發(fā)表于 2025-3-25 23:43:42 | 只看該作者
26#
發(fā)表于 2025-3-26 02:49:14 | 只看該作者
27#
發(fā)表于 2025-3-26 08:03:13 | 只看該作者
https://doi.org/10.1007/978-1-4842-8245-8ssed air use high pressure water to power the hammer. There are several benefits with using water DTH compared to air DTH, which are discussed in more detail in this paper. From a physics point of view, many of the benefits arise from the fact that water is an incompressible media and air is not. En
28#
發(fā)表于 2025-3-26 09:58:21 | 只看該作者
https://doi.org/10.1007/978-1-4842-8245-8mar Mahal to Trombay reservoirs, Amar Mahal to Wadala and further up to Parel. The pipeline has to be underground and laid at a depth of 5.5?m. The initial proposal was to provide sheet piling to enable the safe excavation and installation of underground pipeline. However, installation of sheetpiles
29#
發(fā)表于 2025-3-26 15:04:20 | 只看該作者
https://doi.org/10.1007/978-1-4842-8245-8mulated amounts of approximately 600,000 m. of diaphragm wall (D-wall) and 58,000 m. of silicate gel grout plugs were executed for open excavation pits. In addition to the daily challenges, particular efforts are worth highlighting: for recovering a tunnel boring machine (TBM) of the client, a diaph
30#
發(fā)表于 2025-3-26 17:56:20 | 只看該作者
 關于派博傳思  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 論文服務流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學 Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經(jīng)驗總結 SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學 Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-7 17:24
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權所有 All rights reserved
快速回復 返回頂部 返回列表
塘沽区| 阜城县| 大冶市| 兴隆县| 徐州市| 稷山县| 进贤县| 正阳县| 启东市| 玛曲县| 阿拉善左旗| 江达县| 天祝| 阜城县| 汾阳市| 汕头市| 肇庆市| 宁安市| 申扎县| 嘉鱼县| 岢岚县| 桑植县| 大同县| 鹤壁市| 黄大仙区| 海阳市| 宣威市| 乡宁县| 锡林郭勒盟| 宝应县| 新干县| 潢川县| 齐齐哈尔市| 德格县| 灵武市| 神木县| 英超| 武威市| 红原县| 越西县| 安宁市|