找回密碼
 To register

QQ登錄

只需一步,快速開(kāi)始

掃一掃,訪問(wèn)微社區(qū)

打印 上一主題 下一主題

Titlebook: Geotechnical Engineering and Sustainable Construction; Sustainable Geotechn Mahdi O. Karkush,Deepankar Choudhury Conference proceedings 202

[復(fù)制鏈接]
樓主: 迅速
41#
發(fā)表于 2025-3-28 14:59:14 | 只看該作者
42#
發(fā)表于 2025-3-28 21:29:27 | 只看該作者
43#
發(fā)表于 2025-3-28 23:13:25 | 只看該作者
Improving the Gypseous Soil Bearing Capacity Using Geotextile Reinforcement Under Dry Conditional problem of this soil is the significant reduction of its bearing capacity upon loading and/or wetting processes due to the dissolution of gypseous cementing bonds. This study aims to improve the soil‘s bearing capacity by using geosynthetics material in single, double, and triple distribution pat
44#
發(fā)表于 2025-3-29 05:17:59 | 只看該作者
45#
發(fā)表于 2025-3-29 07:24:19 | 只看該作者
Triaxial Compression Behavior of Sandy Soil Polluted with Crude Oilxial compression tests. In assessing an engineering problem, shear strength can be seen as a geotechnical property of soil. Therefore, the purpose of using the triaxial test on the polluted soil is to investigate the shear strength of the soil due to the appearance of the crude oil contaminated. Pol
46#
發(fā)表于 2025-3-29 11:50:03 | 只看該作者
Isotropic and Cross-Anisotropic Stiffness Parameters for Unsaturated Soils Using Conventional and Biated stress state variables (i.e., Bishop‘s stress, σ* and modified suction, s*) in demonstrating isotropic and cross-anisotropic stiffness parameters for unsaturated soils in the formulation of stiffness matrices and compliance matrices. To do this, a Matlab code was generated to give outputs of th
47#
發(fā)表于 2025-3-29 18:43:32 | 只看該作者
48#
發(fā)表于 2025-3-29 22:34:43 | 只看該作者
Tsunami Waves, Causes and Its Implications: A Reviewhe first part describes the basic knowledge of the tsunami waves and some experimental and large and small physical modeling performed to understand the Tsunami and take care of its effect in the future. The influence of climate changes and global warming on the rise of water level and its effect on
49#
發(fā)表于 2025-3-30 02:32:11 | 只看該作者
50#
發(fā)表于 2025-3-30 07:55:32 | 只看該作者
Tunnel-Soil-Structure Interaction Under Seismic Loadities, there are tunnels under the buildings. Therefore, this study took into account the interaction between the tunnel, structure, and the soil. This interaction is valued on the behavior of a high-rise building consisting of 15 floors that are exposed to an earthquake underneath by a tunnel of 10
 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(ài)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, 2025-10-12 05:30
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
奉新县| 沁水县| 阿拉善盟| 南溪县| 尼玛县| 新乡市| 台东市| 芦溪县| 郁南县| 屏东县| 都匀市| 环江| 定南县| 昆山市| 尤溪县| 托克托县| 阿拉善右旗| 大同市| 东乡| 曲阳县| 平利县| 来宾市| 金寨县| 庄河市| 石门县| 仙居县| 道真| 南川市| 建平县| 梁平县| 高雄县| 蓝山县| 玉门市| 湖口县| 夏津县| 黄梅县| 盐边县| 永州市| 乐至县| 塘沽区| 延吉市|