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: Recent Developments in Sustainable Infrastructure; Select Proceedings o Bibhuti Bhusan Das,Salim Barbhuiya,Purnachandra Sa Conference proce

[復制鏈接]
樓主: Grant
11#
發(fā)表于 2025-3-23 11:33:35 | 只看該作者
Geotechnical Properties of Lateritic Rocks in North Goa rusty-red colouration due to high content of iron oxide. Owing to difficulties in construction of foundations on the lateritic strata, geotechnical investigations of such areas has drawn considerable attention. In the present study, samples of laterite rock were obtained from boreholes at Dona Paul
12#
發(fā)表于 2025-3-23 16:44:03 | 只看該作者
Monitoring, Control and Mapping of Landslides in Goaommencement of civilization which credit up to 4% of total yearly deaths. Worldwide, landslides are assessed to cause about 1000 deaths annually apart from destructing resources worth millions of dollars. Landslides are one of the many natural disasters causing immense destruction and loss of lives
13#
發(fā)表于 2025-3-23 20:52:08 | 只看該作者
State of Art on Load-Carrying Capacity and Settlements of Stone Columnssoil experience a huge settlement, which may become the main cause of failure. Thus, for any construction, improvement of the soft clay properties is necessary. Stone columns are frequently used to improve the soft soil nowadays. Stone columns speed up the rate of consolidation of the soft soil and
14#
發(fā)表于 2025-3-24 01:11:26 | 只看該作者
Performance Study of Single Helix Embedded in Cohesionless Soil Under Pull-Out Loadsts were conducted using a laboratory-scale model tests tank of size 800?mm?×?800?mm?×?800?mm. A total of 18 tests were conducted in laboratory in which helix anchor was installed in loose and medium dense dry sand. A single model helix anchor made of steel was subjected to vertical pull-out load in
15#
發(fā)表于 2025-3-24 05:03:21 | 只看該作者
16#
發(fā)表于 2025-3-24 09:36:43 | 只看該作者
Review on Study of Soil Stabilization by Application of Microorganismsfacing great challenge of improving the properties of the soil which are going to carry the transferred load from the superstructure, ex: different types of buildings, bridges and roadways. The soil improvement techniques nowadays are emerging by the implementation of various significant ways to enh
17#
發(fā)表于 2025-3-24 12:09:22 | 只看該作者
Parametric Study on Foundation Retrofitting Using Micro-pilesst. Thus, this paper aims to determine the effect of additional floors added to the existing strucutre, which further leads to the increase in load on the building‘s foundation. The effect of?additional?superimposed load on the settlement characteristics of foundation modified through micro-pile-bas
18#
發(fā)表于 2025-3-24 15:29:38 | 只看該作者
19#
發(fā)表于 2025-3-24 20:37:48 | 只看該作者
Seismic Performance of Polynomial Friction Pendulum Isolator (PFPI) on Benchmark Cable-Stayed BridgeFPI is evaluated with the basic friction pendulum system (FPS) based on the evaluation criteria stated in the phase I benchmark problem. The surface curvature of the PFPI is varied using a polynomial function to alleviate the drawbacks of FPS whose surface is spherical. The energy-absorbing capacity
20#
發(fā)表于 2025-3-25 00:54:17 | 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 05:57
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
闽清县| 平塘县| 香格里拉县| 页游| 南阳市| 营口市| 岳阳县| 连平县| 郁南县| 静海县| 政和县| 淄博市| 南城县| 平舆县| 淮北市| 阿拉善盟| 弥渡县| 京山县| 沾益县| 涡阳县| 盐城市| 洮南市| 滕州市| 巴里| 馆陶县| 安泽县| 突泉县| 望江县| 新宾| 循化| 阜城县| 锡林浩特市| 麻城市| 卢湾区| 罗平县| 林口县| 府谷县| 太和县| 梧州市| 朔州市| 射洪县|