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

[復(fù)制鏈接]
樓主: corrupt
31#
發(fā)表于 2025-3-26 22:43:05 | 只看該作者
Determination of the Soil Water Retention Curve with Tensiometersoil suction and a balance to record the water content variations. The soil water retention curve is obtained by drying the soil either continuously or by stages (i.e. each drying stage is followed by an equalization period). Initial results from tests on compacted soil suggest that the relatively fa
32#
發(fā)表于 2025-3-27 02:31:19 | 只看該作者
Tensiometer Development for High Suction Analysis in Laboratory Lysimetersinstrument measures suction values up to 1500 kPa. In more typical tensiometers, the cavitation of the system hinders the measurement of suction with values over 100 kPa. Ridley and Burland (1993) designed a new model of tensiometer to measure suction of more than 100 kPa. Mahler et al. (2002) prese
33#
發(fā)表于 2025-3-27 06:57:22 | 只看該作者
34#
發(fā)表于 2025-3-27 11:33:31 | 只看該作者
A Laboratory Investigation into the Effect of Water Content on the CBR of a Subgrade soiler, the material is known to undergo substantial strength reduction when they become saturated with water. An understanding of the dependence of the CBR strength of local soils on water content will contribute towards better design and maintenance practices. Samples of soil from a study site were pr
35#
發(fā)表于 2025-3-27 14:02:11 | 只看該作者
Shear Strength Affected by Suction Tension in Unsaturated Fine Grained Soils?. The development of pore pressure in a completely water saturated grain structure will reduce the shear resistance, whereas the suction tension within an unsaturated soil will cause additional grain-to-grain forces. These are changing with varying degree of water saturation and thus may influence t
36#
發(fā)表于 2025-3-27 20:28:55 | 只看該作者
37#
發(fā)表于 2025-3-27 23:17:49 | 只看該作者
38#
發(fā)表于 2025-3-28 04:15:18 | 只看該作者
39#
發(fā)表于 2025-3-28 09:01:03 | 只看該作者
https://doi.org/10.1007/978-3-030-56047-8ty, water content, degree of saturation and applied load. On the other hand, relatively few works have been oriented towards the study of the influence of clay fraction and relative density on the collapse of this type of soils. The experimental study, about reconstituted soils, presented in this pa
40#
發(fā)表于 2025-3-28 11:00:19 | 只看該作者
 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 期刊點評 投稿經(jīng)驗總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) 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, 2025-10-13 21:34
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
梅州市| 尼木县| 晋城| 井陉县| 哈密市| 德安县| 井冈山市| 葫芦岛市| 台北市| 来凤县| 宝兴县| 德惠市| 磐安县| 兴业县| 武清区| 新田县| 洛浦县| 留坝县| 泊头市| 柘城县| 新津县| 大港区| 溧阳市| 长葛市| 黄骅市| 伊宁县| 禄劝| 吴桥县| 鄂温| 澎湖县| 积石山| 同心县| 乌拉特中旗| 宁国市| 安丘市| 宜川县| 云浮市| 南充市| 封开县| 共和县| 北票市|